塔克拉玛干沙漠流动沙丘分布区公路修筑及沙害防治研究
|
摘要
自然条件极为恶劣的塔克拉玛干沙漠是流动性沙漠的典型代表。从其中部南北向贯通的塔克拉玛干沙漠公路则几乎穿越了所有的风沙地貌类型。
在国内外尚无先例的情况下,通过经验总结、技术引进、室内外试验及试验工程修筑等,在风积沙路基振动干压实、风积沙路基回弹模量、路基路面结构组合、土工布加固风积沙路基稳定性分析、沙漠公路施工工艺、沙漠公路沙害机械防治体系等方面取得重大突破的基础上,形成的成套的沙漠公路修筑技术,经实践证明具有技术可靠、经济合理、施工简捷等特点,由此建成的塔克拉玛干沙漠公路是世界上第一条长距离穿越流动性大沙漠的等级公路。
虽然上述研究成果已能为流动性沙漠地区修筑等级公路提供必要的技术支持,却仍还有不少问题没能很好地解决或值得进一步探讨与改进。这些问题虽有其局部性,却很有研究意义。这些问题的解决,不仅有利于更加全面地掌握风积沙的路用性能特征及其风沙运动规律,同时也有利于更为有效地降低沙漠公路造价及其养护成本。后一点则在沙漠地区显得尤为重要。因为沙漠地区经济发展滞后,公路交通量不大,一般情况下难以承受较高的公路建设与养护费用。
通过进一步研究,获得的认识主要有:
<1>在防沙工程体系维护较为粗放的情况下,常会出现路基类型由低路堤转变为低路堑现象,后者的风沙危害频繁且又难以防治。因此,有必要适当地提高路基高度,提高45～80cm,平均60cm左右。
<2>在路线穿越高大的复合型沙垄时,垄体的上部与顶部一般会出现较长较深的挖方路段。在适当增加积沙平台宽度的条件下,该路段的路基边坡宜为落沙坡。
<3>在全国主要沙漠中,风积沙普遍具有较高强度,其路基回弹模量设计值多在90MPa以上,一般都大于现行有关规范中的砂性土或土质砂之指标。
<4>风积沙的压实度达90%以上时,浸水所造成的密度改变很小。则在适当增加试验次数等条件下,浸水+环刀法的试验结果是可以满足公路工程需要的。
<5>在一定条件下,栅栏拦截在足部的积沙量与风沙活动强度之间存在着较为明显的对应关系。据此,量测栅栏足部的积沙量,计算出在塔克拉玛干沙漠腹地的不同地貌类型及部位,风沙活动强度有所不同,输沙总量在3.25～
The Taklamakan Desert is a represent of huge desert with migrating dunes, where the environmental conditions are extremely harsh. Through the center of the desert, the Taklamakan Desert Highway crosses various aeolian dune types from the north edge to the south.Because there is no precedent to build a desert highway all over the world, so we proposed series new techniques by generalizing the experiences, introducing the new technologies and testing the construction methods both in laboratory and field. In particular, considerable progress has been made on the dry compaction of aeolian sand by vibration, the resilience modulus of roadbed, the combination of different roadbeds and road surfaces, stability analysis of the geotextiles-strengthened roadbed, construction technologies of desert highway and the design of sand-controlling systems. The achievements of this research were successfully applied for the first time in the Taklamakan Desert. The results suggest that the construction of this highway was economical and that the simple construction methods produced a reliable highway. The resulting highway is believed to be the world's first long-distance graded highway running through a huge desert with migrating dunes.The achievements provided some necessary supports on constructing the desert highway, however, some problems are still not well solved and need a further research. These problems are restricted in desert regions, but it's very significant to solve these. To solve these problems, not only benefit to recognize the construction characteristics of aeolian sand and the law of sand drift, but also benefit to decrease the cost of constructing and maintaining the desert highway. In desert regions, the latter is especially important because that the poor-developed economy and the light road traffic make this region cannot bear the expensive cost.According to our research, some new progresses list below:<1> Under the rough maintenances of the engineering sand-controlling system, the roadbed type changed usually from low embankment to low cutting. The road cuttings are easily damaged by aeolian sand and very difficult to protect. So it's very necessary to increase the height of the embankments about 45-80cm, with an average about 60cm.
<2> There is a long and deep cut section where the highway across a high compound sand ridge. On these conditions, the slope of the roadbed should be the steepest slip face.<3> In most of the Chinese deserts, the strength of aeolian sands is very higher. The design values of resilience modulus of roadbed are above 90MPa and usually more than current standards of sand soil and soil sand.<4> The density changes very little after soaking when the compactness of aeolian sand is above 90%. By increasing the times of sampling, the density measured by soaking and ring sampler is properly to use in highway roadbed design.<5> Under given conditions, sand accumulate amount around windbreaks are obviously related to the activities of blown sand. According to this, the blown sand activities estimated by the sand deposits on different dunes and positions in the central Taklamakan Desert are distinguishing, and the sand transport amount ranged from 3.25 m3 ? m'1 ? a'1 to 17.04m3 ? m'1 ? a"1. At some interdune depressions, the lower longitude ridges may be the sand transport corridors.<6> On the compound longitude ridges, both the sand transport and the types of roadbed impact the sand hazards along the highway. The most serious disaster happens on the mid of stoss slope, and relieved in turn on the crest, upper stoss slope, upper lee slope and interdune depressions;the most light happens at the lower lee slope. The engineering methods to control blown sand can be improved based on our findings.<7> There are many reasons induce the overestimation of sand hazards in sand-controlling design, which include the disagreement of disaster intensity with sand transport rates, different efficiencies of shielding and conducting sands around windbreaks, disequilibrium of sand deposits within the sand-fixed belts, different sand transport abilities along highways and various standards in estimating sand hazards. To avoid these confusions, a clearly standard to estimate sand hazards should be established firstly. Secondly, we should mention that the blown sand activities in diflferent dune positions are various. In addition, the engineering measures have a huge sand capacity more than our estimated usually. Only thus, we could control the sand hazard and minimize the cost.
在国内外尚无先例的情况下,通过经验总结、技术引进、室内外试验及试验工程修筑等,在风积沙路基振动干压实、风积沙路基回弹模量、路基路面结构组合、土工布加固风积沙路基稳定性分析、沙漠公路施工工艺、沙漠公路沙害机械防治体系等方面取得重大突破的基础上,形成的成套的沙漠公路修筑技术,经实践证明具有技术可靠、经济合理、施工简捷等特点,由此建成的塔克拉玛干沙漠公路是世界上第一条长距离穿越流动性大沙漠的等级公路。
虽然上述研究成果已能为流动性沙漠地区修筑等级公路提供必要的技术支持,却仍还有不少问题没能很好地解决或值得进一步探讨与改进。这些问题虽有其局部性,却很有研究意义。这些问题的解决,不仅有利于更加全面地掌握风积沙的路用性能特征及其风沙运动规律,同时也有利于更为有效地降低沙漠公路造价及其养护成本。后一点则在沙漠地区显得尤为重要。因为沙漠地区经济发展滞后,公路交通量不大,一般情况下难以承受较高的公路建设与养护费用。
通过进一步研究,获得的认识主要有:
<1>在防沙工程体系维护较为粗放的情况下,常会出现路基类型由低路堤转变为低路堑现象,后者的风沙危害频繁且又难以防治。因此,有必要适当地提高路基高度,提高45～80cm,平均60cm左右。
<2>在路线穿越高大的复合型沙垄时,垄体的上部与顶部一般会出现较长较深的挖方路段。在适当增加积沙平台宽度的条件下,该路段的路基边坡宜为落沙坡。
<3>在全国主要沙漠中,风积沙普遍具有较高强度,其路基回弹模量设计值多在90MPa以上,一般都大于现行有关规范中的砂性土或土质砂之指标。
<4>风积沙的压实度达90%以上时,浸水所造成的密度改变很小。则在适当增加试验次数等条件下,浸水+环刀法的试验结果是可以满足公路工程需要的。
<5>在一定条件下,栅栏拦截在足部的积沙量与风沙活动强度之间存在着较为明显的对应关系。据此,量测栅栏足部的积沙量,计算出在塔克拉玛干沙漠腹地的不同地貌类型及部位,风沙活动强度有所不同,输沙总量在3.25～
The Taklamakan Desert is a represent of huge desert with migrating dunes, where the environmental conditions are extremely harsh. Through the center of the desert, the Taklamakan Desert Highway crosses various aeolian dune types from the north edge to the south.Because there is no precedent to build a desert highway all over the world, so we proposed series new techniques by generalizing the experiences, introducing the new technologies and testing the construction methods both in laboratory and field. In particular, considerable progress has been made on the dry compaction of aeolian sand by vibration, the resilience modulus of roadbed, the combination of different roadbeds and road surfaces, stability analysis of the geotextiles-strengthened roadbed, construction technologies of desert highway and the design of sand-controlling systems. The achievements of this research were successfully applied for the first time in the Taklamakan Desert. The results suggest that the construction of this highway was economical and that the simple construction methods produced a reliable highway. The resulting highway is believed to be the world's first long-distance graded highway running through a huge desert with migrating dunes.The achievements provided some necessary supports on constructing the desert highway, however, some problems are still not well solved and need a further research. These problems are restricted in desert regions, but it's very significant to solve these. To solve these problems, not only benefit to recognize the construction characteristics of aeolian sand and the law of sand drift, but also benefit to decrease the cost of constructing and maintaining the desert highway. In desert regions, the latter is especially important because that the poor-developed economy and the light road traffic make this region cannot bear the expensive cost.According to our research, some new progresses list below:<1> Under the rough maintenances of the engineering sand-controlling system, the roadbed type changed usually from low embankment to low cutting. The road cuttings are easily damaged by aeolian sand and very difficult to protect. So it's very necessary to increase the height of the embankments about 45-80cm, with an average about 60cm.
<2> There is a long and deep cut section where the highway across a high compound sand ridge. On these conditions, the slope of the roadbed should be the steepest slip face.<3> In most of the Chinese deserts, the strength of aeolian sands is very higher. The design values of resilience modulus of roadbed are above 90MPa and usually more than current standards of sand soil and soil sand.<4> The density changes very little after soaking when the compactness of aeolian sand is above 90%. By increasing the times of sampling, the density measured by soaking and ring sampler is properly to use in highway roadbed design.<5> Under given conditions, sand accumulate amount around windbreaks are obviously related to the activities of blown sand. According to this, the blown sand activities estimated by the sand deposits on different dunes and positions in the central Taklamakan Desert are distinguishing, and the sand transport amount ranged from 3.25 m3 ? m'1 ? a'1 to 17.04m3 ? m'1 ? a"1. At some interdune depressions, the lower longitude ridges may be the sand transport corridors.<6> On the compound longitude ridges, both the sand transport and the types of roadbed impact the sand hazards along the highway. The most serious disaster happens on the mid of stoss slope, and relieved in turn on the crest, upper stoss slope, upper lee slope and interdune depressions;the most light happens at the lower lee slope. The engineering methods to control blown sand can be improved based on our findings.<7> There are many reasons induce the overestimation of sand hazards in sand-controlling design, which include the disagreement of disaster intensity with sand transport rates, different efficiencies of shielding and conducting sands around windbreaks, disequilibrium of sand deposits within the sand-fixed belts, different sand transport abilities along highways and various standards in estimating sand hazards. To avoid these confusions, a clearly standard to estimate sand hazards should be established firstly. Secondly, we should mention that the blown sand activities in diflferent dune positions are various. In addition, the engineering measures have a huge sand capacity more than our estimated usually. Only thus, we could control the sand hazard and minimize the cost.
引文
常兆丰,仲生年,韩福贵等.粘土沙障及麦草沙障合理间距的调查研究.中国沙漠,2000,20(4):455-457.
曹世英,张子良.对风积砂路基压实问题的探讨.公路,1985,7:22-25.
陈渭南,董治宝,杨佐涛等.塔克拉玛干沙漠的起沙风.地理学报,1995,50(4):360-367.
陈渭南,雷加强.塔克拉玛干沙漠新月形沙丘不同部位的粒度特征,干旱区资源与环境,1992,6,101-109.
陈渭南.塔克拉玛干沙漠84°E沿线沙物质的粒度特征.地理学报,1993,48(1):33-46.
陈广庭.治理沙漠切忌急功近利.科学新闻周刊,2001,18:10pp.
陈广庭,冯起.塔里木盆地沙漠石油公路沿线风沙环境的形成与演变.北京:中国环境科学出版社,1997,158pp.
陈忠达,窦明建.塔里木沙漠石油公路路面结构型式的探讨.内蒙古公路与运输,1995,42(1):14-16.
陈忠达,张登良.风积沙路基压实技术的研究.中国公路学报,1999,12(2):13-17.
陈忠达,张登良.塔克拉玛干风积沙工程特性.西安公路交通大学学报,2001,21(3):1-4.
陈忠达.塔克拉玛干风积沙路基回弹模量的研究.内蒙古公路与运输,1998,50(2):5-8.
陈继,张喜发,程永辉.沙漠砂变形模量研究.岩土工程技术,2000,3:152-155.
陈进杰,王祥琴,张晓东等.路基压实质量快速监测仪器研制.岩土力学,2003,24(增刊):340-344.
陈团结,贾润萍.填土路基压实方法与环刀法取样深度中的误区.公路交通科技,2002,19(6):45-48.
陈晓光.风积沙特性及筑路问题探讨.公路,2000,(5):1-4.
程道远编辑.利比亚沙漠公路.世界沙漠研究(公路防沙专辑),1991.
崔之久,伍永秋,刘耕年等.关于“昆仑黄河运动”.中国科学(D辑),1998,28(1):53-59.
窦明建,陈忠达.沙漠公路路基施工与质量控制问题探讨.华东公路,1995,93(2):21-24.
丁道桂,汤良杰.塔里木盆地形成与演化.南京:河海大学出版社,1996,1-302.
丁探斌.陕北沙漠地区筑路的尝试.西北公路,1989,4:21-24.
董光荣,李森,李保生等.中国沙漠形成演化的初步研究.中国沙漠,1991,11(4):23-32.
董光荣,金炯,邵亚军等.中国沙区晚第四纪以来的气候变化.中国科学院兰州沙漠研究所集刊,1994,(4).
董光荣.塔克拉玛干沙漠第四纪地质研究的新进展.中国沙漠,1997,17,77.
董光荣,靳鹤龄,王贵勇等.中国沙漠形成演化与气候变化研究.中国科学院院刊,1999,(4):276-277.
董飞,刘大有,贺大良.风沙运动的研究进展和发展趋势,力学进展,1995,25;368-391.
董治宝,陈广庭.生物防沙物理学研究进展.中国沙漠,1996,16(3):44-48.
董治宝,陈广庭,韩致文等.塔里木沙漠石油公路风沙危害.环境科学,1997,18(1):5-9.
董治宝,陈广庭,颜长珍等.塔里木沙漠石油公路沿线沙丘移动规律.中国沙漠,1998,18(4):328-333.
董治宝,Fryrear D.W.,高尚玉.直立植物防沙措施粗糙特征的模拟试验.中国沙漠,2000,20(3):260-263.
董治宝,王涛,屈建军.风沙物理学学科建设的若干问题.中国沙漠,2002,22(3):205-209.
董海文,李嘉.瞬间面波法检测路基压实度的研究与探讨.湖南城市学院学报(自然科学版),2004,13(2):24-26.
窦明建,陈忠达.沙漠公路路基施工与质量控制问题探讨.华东公路,1995,93(2):21-24.
杜学玲,杨俊彪,张喜发.沙漠砂抗剪强度指标与原位测试指标关系研究.岩土力学,2005,26(5):837-840.
段争虎,何兴东,赵爱国等.塔克拉玛干沙漠腹地灌溉条件下土壤盐渍度变化研究.干旱区资源与环境,2000,14(3):65-70.
范中山.填砂路基击实标准的探讨.交通科技与经济,2005,24(4):10-11.
冯连昌.草方格沙障防风原理及其防护宽度的计算公式.第二届全国风工程及空气动力学学术会议论文集.北京:科学出版社,1986,437-442.
高尚玉,陈渭南,靳鹤龄等.全新世中国季风西北缘沙漠演化初步研究.中国科学(B辑),23(2):202-208.
高永,邱国玉,丁国栋等.沙柳沙障的防风固沙效益研究.中国沙漠,2004,24(3):365-370.
顾峰雪,文启凯,潘伯荣等.塔克拉玛干沙漠腹地人工绿地风沙土的理化性质研究.干旱区资源与环境,2000,14(1):74-79.
龚福华,何兴东,彭小玉等.塔里木沙漠公路不同固沙体系的性能和成本比较,中国沙漠,2001,21(1):45-49.
郭培军.砂土振动蠕变与长期强度研究.岩土工程学报,1995,17(1):56-61.
郭培玲.风积细沙碾压参数的确定及施工控制.甘肃水利水电技术,2000,36(2):119-120.
韩致文,陈渭南,陈广庭等.塔里木沙漠公路试验段防沙工程极其效益分析.中国沙漠,1993,13(4):31-38.
韩致文,刘贤万,姚正义等.复膜沙袋阻沙体与芦苇高立式方格沙障防沙机理风洞模拟实验.中国沙漠,2000,20(1):41-44.
韩致文,胡英娣,陈广庭等.化学工程固沙在塔里木沙漠公路沙害防治中的适宜性.环境科学,2000,21(5):86-88.
韩致文,董治宝,王涛等.塔克拉玛干沙漠风沙运动若干特征观测研究.中国科学,2003,33(3):255-263.
韩致文,王涛,孙庆伟等.塔克拉玛干沙漠公路风沙危害与防治.地理学报,2003,58(2):201-208.
韩致文,陈广庭,胡英娣等.塔里木沙漠公路防沙体系建设几个问题的探讨.干旱区资源与环境,2000,14(2):35-40.
韩森,华锋,陈忠明等.风积砂路基回弹模量研究.公路,2004,(7):65-68.
韩森,华锋,孟庆营.风积沙路基压实度测定方法研究.交通标准化,2004,134(10):87-90.
韩秀梅,李爱斌,巴国彦.风积沙填筑路基施工质量控制.内蒙古公路与运输,2003,81(4):33-36.
何兴东.塔克拉玛干沙漠腹地天然植被调查研究.中国沙漠,1997,17(2):144-148.
哈斯.腾格里沙漠东南缘沙丘形态示量特征及其影响因素.中国沙漠,1995,15(2),136-142.
哈斯,王贵勇.腾格里沙漠东南缘横向沙丘粒度变化及其与坡面形态的关系.中国沙漠,1996,16(3),215-220.
哈斯,董光荣,王贵勇.腾格里沙漠东南缘沙丘表面气流与坡面形态的关系.中国沙漠,1999,19(1):14.
哈斯,董光荣,王贵勇.腾格里沙漠东南缘格状沙丘的形态—动力学研究,中国科学(D辑),1999,29(5):466-471.
哈斯,王贵勇,董光荣.腾格里沙漠南缘格状沙丘表面气流及其地貌意义.中国沙漠,2000,20(1),30-34.
郝常俊,张立洲,梁福锁.风积沙路基施工质量控制.内蒙古公路与运输,2003,82(5):51-52.
郝诒纯,曾学鲁,李汉敏.塔里木盆地西部晚白垩纪—第三纪地层及有孔虫.地球科学,1982,17(2):1-20.
贺大良 高有广.沙粒跃移运动的高速摄影研究.中国沙漠,1988,8:18-29.
河村龙马.飞砂研究.东北理工研究所报告,1951,5:95-112.
胡红梅,徐刚,盛安连.快速测量路基压实度的技术研究.江苏大学学报(自然科学版),2003,24(3):84-87.
胡孟春,赵爱国,李农.沙坡头铁路防护体系阻沙效益风洞实践研究.中国沙漠,2002,22(6):598-601.
胡英娣,周洁.水玻璃固沙实验研究.流沙治理研究(二),银川:宁夏人民出版社,1991,358-365.
胡英娣.几种化学固沙材料抗风蚀的风洞实验研究.中国沙漠,1997,17(1):103-106.
胡冰.塔里木地台古生代的几个地质问题.地质学报,1965,45(2):131-144.
黄强,雷加强,王雪芹.塔里木沙漠公路不同地貌部位的高立式沙障阻沙特征.干旱区地理,2000,23(3):227-232.
季学武,门永新,高义民等.塔克拉玛干沙的承载能力特性研究.农业工程学报,1994,10(3):51-55.
吉启慧.粒度分析在塔克拉玛干沙漠研究中的应用.中国沙漠,1996,16(2),173-179.
金昌宁.公路沙害防治中阻沙栅栏的类型、布设及防护宽度的调查与论证.新疆交通科技,1997,2:12-15.
金昌宁.公路沙害防治中阻沙栅栏的类型、布设及防护宽度的调查与论证.新疆交通科技,1997,3:22-27.
金昌宁,李志农,张登良等.沙漠地区风积沙路用性能研究.乌鲁木齐:新疆交通科学研究院,2005.(研究报告)
景宏伟,魏俊奇.轻型井点降水法在沙漠高速公路中的应用.西北公路,2003,115(4):4-6.
靳鹤龄.塔克拉玛干沙漠形成演化与气候变化.2003.(博士论文)
雷加强.塔里木沙漠公路风沙危害及其防治研究.2003.(博士论文)
雷加强,王雪芹,王德.塔里木沙漠公路风沙危害形成研究.干早区研究,2003,20(1)1-6.
兰州铁路局.铁路防沙.北京:人民铁道出版社,1977.
兰州沙漠研究所沙坡头沙漠科学研究站.包兰铁路沙坡头段固沙原理与措施.银川:宁夏人民出版社,1991.
李保生,董光荣,丁同虎等.塔克拉玛干沙漠东部风沙地貌中的几个问题.科学通报,1990,35(23):1815-1818.
李保生,董光荣,张甲坤等.塔克拉玛干沙漠及其以南风成相带划分和认识.地质学报,1995,69(1)78-86.
李保生,董光荣,金炯等.末次冰期以来塔里木盆地沙漠、黄土的沉积环境与演化.中国科学(B辑),1993,23(1):644-651.
李春星,王荃,刘雪亚等.亚洲大地构造图及说明书(1:800万).北京:地质出版社,1982,1-45.
李宏,赵爱国,庄维健等.拦沙环工程抗风蚀性能研究.中国沙漠,2004,24(2):252-256.
李恒鹏,陈广庭.塔克拉玛干沙漠腹地复合沙垄间地新月形沙丘的逆向演变.中国沙漠,1999,19(2),134-138.
李恒鹏,陈广庭,李波.新月形沙丘气流迎风坡加速模拟.中国沙漠,2001,21(1)24-27.
李吉均,文世宣,张青松等.青藏高原隆起的时代、幅度和形式的探讨.中国科学,1979,(6):608-616.
李吉均,方小敏,马海洲等.晚新生代黄河上游地貌演化与青藏高原隆起.中国科学(D辑),1996,26(4):316-322.
李吉均,方小敏.青藏高原隆起与环境变化研究.科学通报,1998,43(15):1569-1574.
李景生(译).沙漠地区沙土的干压实.世界沙漠研究(公路防沙专辑),1991,36pp.
李森,董光荣,申建友等.雅鲁藏布江和古风沙地貌形成机制与发育模式.中国科学(D辑),1999,29(1):88-96.
李向东,李强.塔里木及邻区晚古生代早期古气候与构造.新疆地质,1996,4:306-315.
李向东,季茂松.中国西天山地质构造与西邻区的对比研究.地质论评,1996,42(2):107-115.
李永安,李向东.中国新疆西南部喀喇昆仑羌塘地块及康西瓦构造带构造演化.乌鲁木齐:新疆科技卫生出版社,1995,1-107.
李青山,张献民,李红英.路基压实度的瞬态瑞雷波检测法.河北工业大学学报,2003,32(5):27-30.
李杰,庄继德,魏东.沙力学特性影响因素的试验研究.中国机械工程,2000,11(4):462-465.
李杰,庄继德,季学武.车辆行驶的沙漠沙承载特性的研究.兵工学报,1999,20(1):62-64.
李杰,庄继德,魏东.塔克拉玛干沙漠沙的剪切特性.吉林工业大学学报,1998,28(2):1-5.
李振山,陈广庭.塔克拉玛干沙漠起沙风况.中国沙漠.1999,19(1):43-45.
李振山,倪晋仁.风沙流研究的历史、现状及其趋势.干旱区资源与环境,1998,12(3):89-97.
李振山,董治宝,陈广庭.风沙运动数值模拟研究进展.干旱区研究,1997,14(1):63-68.
李振山.塔克拉玛干沙漠沙丘研究.1997.(博士论文)
李振山,陈广庭.塔克拉玛干沙漠起沙风况.中国沙漠,1999,19(1):43-45.
李志农,彭世古,唐勇等.新疆沙漠地区公路修筑技术(研究报告).乌鲁木齐:新疆交通科学研究所.1993.
李志农,金昌宁.塔克拉玛干沙漠公路路基路面设计施工.西安:陕西科学技术出版社,2001.102-123.
李志勇,梁乃兴,梅迎军.风积沙路基压实度检测方法研究.重庆交通学院学报,2005,24(1):73-76.
李志忠,关有志,孙忠等.塔里木沙漠石油公路沿线新月形沙丘的地貌特征,新疆大学学报(自然科学版),1998,(1):80-90.
李仲光.略论18-20世纪塔克拉玛干沙漠考察活动,干旱区地理,1994,17,73-79.
黎荐.沙漠地区风积沙填筑公路路基施工技术.铁道标准设计,2003,(7):9-10.
罗康生.沙漠路基施工技术.山西建筑,2004,30(5):124-125.
刘长清.提高路基压实度检测准确度应注意的问题.东北公路,1999,22(3):19-21.
刘大有,董飞,贺大良,风沙二相流运动特点的分析.地理学报,1996,51:434-444.
刘东生.黄土与环境.北京:科学出版社,1985.
刘刚,郭虹.浅谈风积沙填筑路基施工工艺.黑龙江交通科技,2004,127(9):43-45.
刘连友,刘玉璋,李小雁等.砾石覆盖对土壤吹蚀的抑制效应.中国沙漠,1999,19(1):60-62.
刘连友.区域风沙蚀积量和蚀积强度初步研究.地理学报,1999,54(1).
刘贤万.实验风沙物理与风沙工程学.北京:科学出版社,1995.
刘贤万,草方格沙障的风洞试验.流沙治理研究(二).银川:宁夏人民出版社,1991.326-334.
刘贤万.风沙环境风洞实验的相似原则.地貌实验与模拟,北京:地质出版社,1995.
刘训,吴绍祖,傅德荣等.塔里木板块周缘的沉积—构造演化.乌鲁木齐:新疆科技卫生出版社,1997,1-257.
刘小平,董治宝.直立植被粗糙度和阻力分解的风洞试验研究.中国沙漠,2002,22(1):82-87.
刘源.草方格固沙的物理机制研究.见:兰州大学2000年筠政学者论文集,兰州:兰州大学出版社,2000.
刘志民,赵文智.关于我国治沙问题的探讨.科技研究与发展,19(4):58-60.
刘振兴.关于风沙问题的研究(Ⅰ).近地层湍流大气中沙的传输.气象学报,1960,31(1).
刘振兴.关于风沙问题的研究(Ⅱ).在风力作用下沙丘移动规律性的初步研究.气象学报,1962,31,84-91.
凌裕泉.草方格沙障的防护效益.流沙治理研究.银川:宁夏人民出版社,1980.49-59.
凌裕泉.塔克拉玛干沙漠的流场特征与风沙活动强度.中国沙漠,1988,8(2):25-37.
凌裕泉,金炯,邹本功等.栅栏在防治前沿积沙中的作用.中国沙漠,1984,4(3):16-25.
凌裕泉.铁路沙害治理体系的风沙物理学原理——以包兰铁路为例.流沙治理研究(二).银川:宁夏人民出版社,1991,297-308.
凌裕泉,屈建军,樊锦诗等.莫高窟崖顶防沙工程的效益分析.中国沙漠,1996,16(1):13-16.
凌裕泉.最大可能输沙量的工程计算.中国沙漠,1997,17(4):362-368.
凌裕泉,刘绍中,吴正等.风成沙纹形成的风洞模拟研究.地理学报,1998,53(6):520-527.
凌裕泉,吴正,刘绍中等.新月形沙丘形态的模拟实验研究.地理科学,1998,18(1):88-93.
卢春阳.控制沙脊线防沙试验研究.干旱区研究,1997,14(2):42-44.
马长春编程译.一些国家的公路防沙举例.世界沙漠研究(公路防沙专辑),1991.
马世威.风沙流结构的研究.中国沙漠,1988,8(3):8-21.
屈建军,凌裕泉.金字塔沙丘形成机制的初步观测与研究.中国沙漠,1992,12,20-28.
屈建军,张伟民,吴丹.金字塔沙纹的风洞模拟研究,科学通报,1992,37,1870-1872.
屈建军.敦煌莫高窟顶尼龙网栅栏防沙效益初步研究.干旱区研究,1993,(3):20-25.
屈建军,张伟民,凌裕泉等.莫高窟顶尼龙网栅栏防沙效应初步研究.干旱区研究,1993,10(3):16-20.
屈建军,刘贤万,雷加强等.尼龙网栅栏防沙效应的风洞模拟实验.中国沙漠,2001,21(3):276-280.
屈建军,凌裕泉,刘贤万等.尼龙网栅栏防沙效应研究.兰州大学学报,2002,38(2):171-176.
钱宁,万兆惠.泥沙运动力学.北京:科学出版社,1983.497-508.
钱亦兵,吴兆宁,金井丰等.塔克拉玛干沙漠沙物质成分研究.干旱区研究,1994,11(4):46-52.
钱亦兵,张希明,李晓明.塔克拉玛干沙漠南缘绿洲沙物质粒度特征.中国沙漠,1995,15,131-135.
单娜娜,文启凯,潘伯荣等.塔克拉玛干沙漠腹地人工绿地条件下微量元素变化规律研究.新疆农业大学学报,2001,24(2):9-16.
邵生俊.塔克拉玛干沙漠腹地岩土工程性质的初步揭示与分析.岩土工程学报,1997,19(4):94-99.
苏跃宏,刘俊芳,刘博.瑞利波检测路基压实度试验研究.内蒙古工业大学学报,2004,23(3):226-229.
盛安连.路基路面检测技术.北京:人民交通出版社,1996,52-150.
宋丽新,付宗庆,路静远.风积沙填筑高速公路路基施工技术.东北公路,1999,22(4):43-47.
宋天锐.新疆库车盆地第三纪形成的陆—海过渡碳酸岩盐.沉积学报,1984,2(3):48-59.
邵生俊,林颂恩.塔克拉玛干沙漠腹地岩土工程性质的初步揭示与分析.岩土工程学报,1997,19(4):94-99.
沙庆林.公路压实与压实标准.北京:人民交通出版社,1998,252-307.
孙庆伟,王涛,韩致文等.北疆铁路沿线风沙危害的研究.中国沙漠,2004,24(2):182-186.
孙其诚,王光谦.风沙运动的计算机模拟.科学通报,2001,46(3),254-256.
施雅风,李吉均,李炳元等.晚新生代青藏高原的隆起与东亚环境变化.地理学报,1999,54(1):10-20.
唐勇,李志农,宁江波.沙漠公路路基的机械化施工工艺研究.筑路机械与施工机械化,1993,44(10):27-29.
铁道部基建总局.沙漠地区的勘测与设计.北京:人民铁道出版社,1959.
铁道部基建总局.沙漠路基修筑经验.北京:人民铁道出版社,1959.
拓万泉,杨根生.流动沙丘表面输沙率的理论计算方程.干旱区资源与环境,1996,10(4).
田见效,雷喜朝,常小马.沙漠路基压实标准研究.山西交通科技,2003,158(4):4-5.
吴正.新疆和田地区沙土及土壤风蚀的初步研究.见:中国地理学会1961年地貌学学术讨论会论文摘要.北京:科学出版社,1965,125-127.
吴正,凌裕泉.风沙运动的若干规律及防止危害问题的初步研究.治沙研究,1965,7:7-14.
吴正,彭世古,洪占山等.沙漠地区公路工程.北京:人民交通出版社,1981.
吴正.塔克拉玛干沙漠成因探讨.地理学报,1981,36(3):280-291.
吴正.风沙地貌学.北京:科学出版社,1987.
吴正,刘贤万.风沙运动的多相流研究现状及展望.力学与实践,1981,3:8-11.
吴正.风沙地貌与治沙工程学.北京:科学出版社,2003.
王宝瑜,郎志君,李向东.中国天山西段地质剖面综合研究.北京:科学出版社,1994:151-154.
王涛.走向世界的中国沙漠化防治的研究与实践.中国沙漠,2001,21(1):1-3.
王涛,吴薇,薛娴,张伟民,韩致文等.中国北方沙漠化土地时空演变分析.中国沙漠,2003,23(3):230-235.
王涛,赵哈林,肖洪浪.中国沙漠化研究的进展.中国沙漠,1999,19(4):299-311.
王涛,吴薇,薛娴等.近五十年来中国北方沙漠化土地的时空分布.地理学报,2004,59(2):203-212.
王涛.中国北方典型沙漠化地区沙漠化的对比研究.中国沙漠,1989,9(1):113-137.
王涛,张伟民,汪万福等.莫高窟窟顶戈壁防护带阻截和输导功能研究.中国沙漠,2004,24(2):187-190.
王振亭,郑晓静,草方格沙障尺寸分析的简单模型.中国沙漠,2002,22(3),229-232.
王训明,陈广庭.塔里木沙漠石油公路沿线半隐蔽式沙障与流沙区沙物质粒度变化.中国沙漠,1996,16,168-172.
王训明,陈广庭.塔里木沙漠公路沿线机械防沙体系效益评价及防沙带合理宽度的初步探讨.干旱区资源与环境,1997,11(4):28-35.
王训明,陈广庭,董治宝等.塔里木沙漠公路沿线起沙风与输沙强度,中国沙漠,1997,17,168-172.
王训明,陈广庭,韩致文等.塔里木沙漠公路沿线机械防沙体系效益分析.中国沙漠,1999,19(2):120-127.
王训明,陈广庭,韩致文等.塔里木沙漠公路沿线的起沙风与输沙强度.中国沙漠,1997,17(2):168-172.
王训明,董治宝,陈广庭.塔克拉玛干沙漠中部部分地区风沙环境特征.中国沙漠,2001,2(1):56-61.
王训明,董治宝,屈建军.塔克拉玛干沙漠简单横向沙丘形态学示量特征.兰州大学学报(自然科学版),2002,38(6):110-116.
王雪芹,雷加强,黄强.塔里木沙漠公路风沙危害分异规律的研究.中国沙漠,1999,20(4):438-442.
王雪芹,黄强,雷加强.塔里木沙漠公路复合型纵向沙垄区的道路沙害.干旱区研究,1998,15(3):48-51.
王雪芹,雷加强.塔里木沙漠公路风沙危害评估指标体系.干旱区地理,1999,22(1):81-87.
王雪芹.风沙活动区工程线路走向与风沙危害程度的关系——以塔里木沙漠公路为例.干旱区地理,2000,23(3):221-226.
王彦志,黄桂启.风积沙地区公路路基施工.内蒙古公路与运输,1999,60(3):12-13.
王在强,刘泽华,李中玺等.风积沙路基施工技术.中外公路,2004,24(2):19-21.
王增学,靳秀萍.沙漠公路路基施工与质量控制.筑路机械与施工机械化,2001,18(3):38-39.
温向乐,韩致文,杨佐涛.塔克拉玛干沙漠石油公路沿线风沙活动的气候环境.中国沙漠,1998,18(1):77-80.
薛娴,张伟民,王涛.戈壁砾石防护效应的风洞实验于野外观测结果.地理学报,2000,55(3):375-383.
徐峻岭,裴章勤,王仁化.半隐蔽麦草方格沙障防护宽度的探讨.中国沙漠,1982,2(3):16-23.
徐刚,盛安连,姜松等.新颖的路基压实度测定方法的研究.农业机械学报,2001,32(3):20-23.
徐德福.沙漠地区风积沙地基的工程特性.水利水电技术,2004,35(9):43-46.
徐新文,李丙文,周智彬等.塔中沙漠基地路生物防沙技术示范.土壤通报,2001,32(专):112-114.
徐新文,胡玉坤,潘伯荣.塔里木沙漠公路防沙体系的防护效益.干旱区研究,1998,15(1),21-26.
夏训诚,李崇舜,周兴佳等.新疆沙漠化与风沙灾害治理.北京:科学出版社,1991.
夏训诚,胡文康.塔克拉玛干沙漠资源与环境.中国科学(B缉),1993,23(8):889-896.
夏训诚,樊胜岳.中国沙漠科学研究进展.科学通报,2000,45(18):1908-1912.
夏训诚,陈广庭,李纯舜等.塔里木沙漠石油公路工程技术研究.中国沙漠,1995,15(1):1-9.
杨根生.有关沙漠化几个问题的探讨.干旱区研究,1986,(1).
杨金风.浅谈填砂路基的施工与压实度检测.水运工程,2002,341(6):75-78.
杨俊池.谈换填砂路基的施工及压实度检测方法.中南公路工程,1999,24(4):15-16.
杨志清,薛明,郭忠印.风积沙击实特性研究.华东公路,2003,143(4):67-69.
杨振茂,侯永峰,孔恒等.风积沙的压实特性与循环荷载下变形性状的试验研究.中国公路学报,2002,15(4):8-10.
姚正毅,陈广庭,韩致文.塔克拉玛干沙漠腹地风沙土的力学性质.中国沙漠,2001,21(1):28-33.
姚正毅,陈广庭,韩致文.沙漠地区不良工程地质现象——塔克拉玛干沙漠腹地为例.中国沙漠,2000,20(3):269-272.
姚仰平,韩晓雷,水伟厚.塔克拉玛干沙漠砂归一化压缩曲线及其工程应用.西安建筑科技大学学报,2000,32(4):317-321.
俞学曾,区柏森.防护林防沙效益风洞模拟实验,气动实验与测量控制,1991,5(4):46-48.
义宗贞,程喜梅,董长山等.塔克拉玛干沙漠砂室内击实试验.油气田地面工程,2001,20(6):93-94.
尹洁芬.防风林风洞模拟实验的相似性研究,第三届全国风工程及工业空气动力学学术会议论文集.北京:科学出版社,1990:490-496.
赵旗,徐颖,李杰等.车辆行驶工况下的沙漠沙本构特性模型的建立.吉林大学学报(工学版),2003,33(1):42-45.
朱震达.塔里木盆地沙漠的自然特征.地理知识,1960,4.
朱震达.风力作用下沙丘演变动态过程中若干问题的初步研究.治沙研究第五号,北京:科学出版社,1963.
朱震达.塔克拉玛干沙漠西南地区绿洲附近沙丘的移动规律.地理学报,1964,30,33-47.
朱震达,陈治平,吴正等.塔克拉玛干沙漠风沙地貌研究.北京:科学出版社,1981:27-70.
朱震达,陆锦华.塔克拉玛干沙漠克里雅河下游地区风沙地貌的形成发育环境变化趋势的初步研究.中国沙漠,1988,8(2):1-10.
朱震达,赵兴梁,凌裕泉等.治沙工程学.北京:中国环境科学出版社.1998,117-135.
朱俊风,朱震达.中国沙漠化防治.北京:中国林业出版社,1999,129-132.
朱震达,吴正,刘恕等.中国沙漠概论.北京:科学出版社,1980,84-100.
朱震达,吴正.塔克拉玛干沙漠风沙地貌研究.北京:科学出版社,1981,110pp.
朱震达.应用实验方法研究风沙地貌形成过程的若干特征.治沙研究,1962,4:48-61.
朱震达.中国沙漠、沙漠化、荒漠化及其防治对策.北京:中国环境科学出版社,1999.
朱震达,陈广庭.中国土地沙质荒漠化.北京:科学出版社,1994.
朱震达.中国北方沙漠化现状及发展趋势.中国沙漠,1985,5(3):3-11.
朱震达,刘恕.中国沙漠化及其治理.北京:科学出版社,1989,126.
朱震达,王涛.中国沙漠化研究的理论与实践.第四纪研究,1992,(2):97-106.
张华,李锋瑞,张铜会等.科尔沁沙地不同下垫面风沙流结构与变异特征.水土保持学报,2002,1(2):21-23.
张家武,陈广庭,陈发虎.塔克拉玛干沙漠中部地区线形沙丘表面动力学过程.中国沙漠,1999,19(2):128-133.
张军光.DS基层技术在沙漠公路中的应用.油气田地面工程,2003,22(9):46pp.
张伟民,王涛,薛娴等.敦煌莫高窟风沙危害综合防护体系探讨.中国沙漠,2000,20(4):409-414.
张伟民,李孝泽,屈建军等.金字塔沙丘地表气流场及其动力学过程研究.中国沙漠,1998,18(3):215-220.
张献民,王建华.公路工程瞬态激振无损检测技术.土木工程学报,2003,36(10):105-110.
张福明,张永强,聂有杰.风积沙填方路堤施工工艺及质量控制.内蒙古科技与经济,2003,(10):88-90.
张凤洲.刘克兴,王海永.高等级公路风积沙填筑路堤施工.内蒙古公路与运输,2001,71(增刊):94-95.
张生辉,王新民,陈忠明.沙漠地区高速公路风积沙路基压实方法研究.公路交通科技,2004,(8):29-33.
周智彬,徐新文,李丙文.塔克拉玛干沙漠腹地人工绿地水盐动态的研究.干旱区研究,2000,1(1):21-26.
赵景峰,李纯舜,周兴佳等.新月形沙丘表流场与沙丘蚀积特征.中国沙漠,1993,13(3):18-24.
赵景峰,李崇舜,何清等.塔克拉玛干沙漠腹地塔中—井地区起沙风分析和输沙量的估算.干旱区地理,1995,18(3):39-47.
赵性存等.中国沙漠铁路工程.北京:中国铁道出版社,1988.
中国科学院兰州沙漠研究所.铁路沙害的防治.北京:科学出版社,1978.
中国石油天然气总公司塔里木石油勘探开发指挥部.塔里木沙漠石油公路.北京:石油工业出版社,1996.
周清杰,郑建京.塔里木构造分析.北京:科学出版社,1990,1-16.
周兴佳.塔克拉玛干沙漠腹地现代流动沙丘形成简史.见:中国第四纪南北对比与全球变化,第六届全国第四纪学术讨论会论文摘要汇编,广东高等教育出版社,1993,39pp.
周兴佳,李崇舜,朱峰.塔克拉玛干沙漠地貌研究的深化.地貌与第四纪环境研究文集.北京:科学出版社,1996,80-81.
周鹏举,徐根东,魏建华等.流动性沙漠公路综合设计.油气田地面工程,2003,22(7):57-58.
周庭儒.新疆第四纪陆相沉积的主要类型及其和地貌气候发展的关系.地理学报,1963,29,109-129.
邹本功,丛自立,刘世建.沙坡头地区风沙流的基本特征及其防治效应的初步观测.中国沙漠,1981,1(1):33-39.
邹学勇,朱久江,董光荣等.风沙流结构中起跃沙粒重直初速度分布函数.科学通报,1992,37(23):2175-2177.
邹学勇,刘玉璋,董光荣.风沙流能量的实验计算.科学通报,1994,39(2).
朱兴龙,肖鹏,张磊等.路基压实度的快速检测校正.中南公路工程,2002,27(3):91-92.
兹纳绵斯基.盐渍土和流沙上的道路工程.北京:人民交通出版社,1961.
聂格达耶夫.流沙地区公路的设计、修建与养护.北京:人民交通出版社,1956.
著,马长春译.沙漠地区的公路选线和勘测.世界沙漠研究(公路防沙专辑),1991.
1972, 50-85.
1963,2.
AH TCCP, Cep , 1964,4.
(杨郁华译).沙地风蚀过程的实验研究和沙堆防止问题.北京:科学出版社,1960.
(胡孟春译).苏联荒漠流沙的固定.北京:海洋出版社,2001.
1990:106-111.
CCP. 1976: 3.
1959.
AH CCCP,1948 (39).
1983.
Ahlbrandt T S. Comparison of textures and structures to distinguish eolian environments, Kilpccker dune fied, Wyoming. Mountain Geologist, 1974, 12, 61-63.
Anderson R S,Haff P K. Wind modification and bed response during saltation of sand in air. Acta Mech, 1991, Suppl. 1:21-52.
Anderson R S.Salutation of sand: a qualitative review with biological analogy. Proceedings of Royal Society Edin-burg, 1989, 96B:149-165.
Anderson R S, Hallet B. Sediment transport by wind: toward a general model Geological Society of America, Bulletin, 1986, 97: 523-535.
Anderson R S, Hallet B. Sediment transport by wind: towed a general model. Bulletin of geology society of America, 1986, 97:523-535.
Anderson R S, Haff P K. Simulation-of aeolian salutation. Science, 1988, 241: 820-823.
Allchin B, Goudie A, Hedge K T M. The Prehitory and palaeogeography of the Great Indian Desert. Academic Press, London, 1978.
Allen J R L. Physical processes of sedimentation. London: Allenand Unwin, 1970.
Allen J R L. Simple models for the shape and symmetry of tidal sand waves: (Ⅰ) statically stable equilibrium forms. Marinegeology, 1982, 48:31-49.
Anderson R S. Erosion profiles due to particles entrained by wind: application of an eolian sediment transport model. Bulletin of the Geological Society of America, 1986, 97, 1270-1278.
Anderson R S and Haff P K. Simulation of eolian saltation. Science, 1988, 241,820-823.
Aufrere L. L'orientations des dunes et la direction des vents. Comptes Rendus Academic des Sciences, 1928, 187, 833-835.
Aufrere L. Le cycle morphologique des dunes. Annales de Geographic, 1931,40,362-385.
Aufrere L. Utilisation de la photographic zenithae dans I'etude morphologique et dans la cartographic des dunes. Comptes Rendus du Congres International de Geographic Paris 1931,1932,1,155-162.
Aufrere L. Les dunes Sahara algerien. Bulletin de I'Association de Geographies Francais, 1934,83,130-142.
Bardorff-Nielsen O E, Moiler J T, Rasmussen K, et al. Proceedings of the International work-shop on the physics of blown sand. Aarhus: University of Arhus, 1985, Memoir8.
Bagnold R A.风沙和荒漠沙丘物理学(钱宁等译).北京:科学出版社,1959,65.
Bagnold R A. The Physics of Blown Sand and Desert Dunes. London: Marrow, 1941, 87.
Bagnold R A.沙和荒漠沙丘物理学(中译本).北京:科学出版社,1959.168-171.
Bagnold R A. Journeys in the Libyan Desert. Geographicl Journal, 1931, 78, 13-39.
Bagnold R A. A further journey in the Libyan Desert. Geographicl Journal, 1933, 82, 103-129, 211-235.
Bagnold R A. The movement of desert sand. Geographicl Journal, 1935, 85, 343-369.
Bagnold R A. The movement of desert sand. Proceeding of Royal Society London, Series A, 1936,157:594-420.
Bagnold R A. The size-grading of sand by wind. Proceeding of Royal Society London, Series A, 1937,163:250-264.
Bagnold R A. The transport of sand by wind. Geographical Journal, 1937, 89:409-438.
Bagnold R A. The physics of blown sand and desert dunes. Methuen, Lonldon, 1941,265pp.
Bagnold R A. The surface movement of blown sand in relation to meteorology. Research Council of Israel Special Publication, 1953, 2, 89-96.
Barndorff-Nielsen O E, Willetts B B. Aeolian graintransport: (1) Mechanics;(2)The erosion environment. Acta Mechanica, Suppl. 1 and 2. New York Springer-verlag, 1991.
Bachavov A P. A description of devices of wind erosion. World desert research, 1992, 3, 40-43.
Bilbro J D,Fryrear D W. 关于几种风障防蚀特性的评述.水土保持科技情报,1998(4):51-54.
Blandford W T. On the Physical geography of the Great Indian Desert with especial reference to the existence of the sea in the Indus valley and on the origin and mode of formation of the sand hills. Journal of Asiatic Society of Bengal (Calcutta), 1876,45, 86-103.
Bigarella J J. Lagoa dunefield, state of Santa Catarina, Brazil:a model of eolian and pluvial activity. Boletim Paranaense de Geoseiencias, 1975,33,133-167.
Bisal F, Nielsen K F. Movement of soil particles in saltation. Canadian Journal of SoilScience,1962, 42: 81-76.
Buckely R. The effect of spare vegetation on the transport of dune sand by wind. Nature, 1987, 325:426-428.
Belly P Y. Sand movement by wind. US Army Corps of Engineers, Coastal Engineering Research Center, Technical Memorandum 1, 1964.
Brookfield M. Dune trends and wind regime in central Australia. Zeitschrift fur geomorphoiogie NF 1970, Suppl.10,121-153.
Buckley R C. Grain-size characteristics of linear dunes in central Australia. Journal of Add Environments, 1989,16, 23-28.
Bullard J E. A note on the use of the 'fryberger Method' for evaluating Potential sand transport by wind. Journal of Sedimentary Research, 1997, 67,499-501.
Butterfield G R. Sand transport response to fluctuating wind velocity. In Clifford N T, French T R, Hardisty J. Turbulence: perspectives on flow and sediment transport. Chichester: Wiley, 1993, 305-336.
Butterfield G R. Grain transport rates in steady and unsteady turbulent airflows. Acta Mechanica, Supplement 1991, 1: 97-122.
Chamberlain A C. Roughness length of sea, sand and snow Boundery-layer Meteorology, 1983, 25: 405-409.
Chepil W S. Relation of wind to the dry aggregate structure of a soil. Scienctific Agriculture, 1941, 21: 488-507.
Chepli W S. Dynamics of wind erosion: Ⅰ. Nature of movement of soil by wind. Soil Science, 1945, 60: 305-320.
Chepil W S. Dynamics of wind erosion: Ⅱ. Initiation of soil movement. Soil Science, 1945, 60: 397-411.
Chepil W S, Mitne R A. Wind erosion of soils in relation to size and nature of the exposed area. Scientific Agriculture, 1941, 21: 479-487.
Chepil W S, Woodruff N P. The physics of wind erosion and its control. Advance of Agronomy, 1963, 15: 211-302.
Chepil W S. Dynamics of wind erosion: Nature of movement of soil by wind. Soil Science, 1945, 60: 305-320.
Chepil W S. Properties of soil which influence wind erosion Ⅳ: state of dryaggregate structure. Soil Science, 1951, 72:382-401.
Chen W, Yang Z, Dong Z. Vertical distribution of wind-blown sand flux in the surface layer during sand stormsin the Taklimakan Desert, Central Asia, Physical Geography, 1996,17, 193-218.
Chen guang ting, Hanzhiwen, Dongzhibao. The Laws of Bed Surface Erosion and Deposition by a Wind-Sand Stream and Their Application in Sand Control Engineering. Arid Land Research. 1999, 11 (4):315-321.
Chudeau R. Sahara Soudanais. Amand Colin, Paris, 1909, 322pp.
Cooper W S. Coastal sand dunes of Oregon and Wasington. Geological Society of America Memoir, 1958, 72, 167pp.
Cornish V. On Kumatology. Geographical Journal, 1899,13,618-624.
Cornish V. On desert sand-dunes bordering the Nile Delta. Geographical Journal, 1900,15,1-30.
Cornish V. The Waves of Sand and Snow and the Eddies Which Make Them. Fisher Unwin, London,1914.
Dale Gilltte. Define effective wind velocity by tunnel. Atmospheric Environment, 1978, 12: 2309-2313.
Dubief J. Les vent de sable darts le Sahara Francais. Colloques Internationaux CNRS, 1953,35,45-70.
Dong Z, Wang X, and Chen G. Monitoring the advance of the dune in Taklimakan Desert. Geomorphology, 2000 in press.
Edwin D Mckee(赵兴梁译).世界沙海的研究.银川:宁夏人民出版社,1993.407-408.
Erbach D C, Kinney G R, Wilcox A P. Strain gage to measure soil compaction. Transactions of the A SAE, 1991, 34(6) :2345-2348.
Finkel H J. The barchans of southern Peru. Journal of Geology, 1959,67,614-647.
Folk R L. Longitudinal dunes of the northwestern edge of the simpson desert, northern territory, Australia. Ⅰ. Geomorphology and grain size relationship. Sedimentology, 1971,16,5-54.
Frank A and Kocurek G. Towards a model for airflow on lee side of aeolian dunes. Sedimentology, 1996,43, 451-458.
Frybergrer S G, Al-Ssri A M, Clisham T J, et al. Wind sedimentation in the Jafu-rah Sand Sea, Saudi Arabia. Sedimcntology, 1984, 37:23-43.
Fryberger S G. Dunes forms and Wind regimes, in McKee(1979), 305-397.
Gautier E E. The great Sahara. Columbia University Press, New York, 1935, 264pp.
Gayioad D R and Stetlcr L D, Aeolian-climatic thresholds and sand dunes at the Hanfod site, south- central Washington U. S. A., Journal of Arid Environments, 1994,28, 95-116.
Gillette D A and Stockton P H. The effect of nonerodible particles on wind erosion of erodible surfaces. Journal of Geophysical Research, 1989, 94(D10): 12885-12893.
Greeley R, Iversen J D, Dollack J B et al. Wind tumel Studies of Martian Aeolian processes. Proceedings of Royal society London, Series A341, 1974, 331-360.
Greeley R. Aeolian landforms: laboratory simulations and field studies. In: Nickling W G (cd.)Aeolian geomorphology, Allen and Unwin, Boston, 1986,195-211.
Gillette D A, Adamls J, Mubs D, et al. Threshold velocities and rupture moduli for crusted desert foil for input of soil particles in to the air. Journal of Geophysical Research, 1982, 87: 9003-9015.
Grove A T and Warren A. Quaternary landforms and climate on the south side of the Sahara. Geographical Journal, 1968,134,194-208.
Grove AT. Landforms and climatic change in the Kalahari and Ngamiland. Geographical Journal, 1969,135,191-212.
Guo Z T, William F, Raddiman, at el. Onset of Asian desertification by 22Myr ago inferred from loess deposits in China. Nature, 2002,416: 159-163.
Hack J T. The dunes of western Navajo county. Geographical Review, 1941, 31, 240-362.
Hagen L J, Skidmore E L. Windbreak drag as influenced by porosity. Transactions of the ASAE, 1971,14(3):464-465.
Hand B M, Bartberger C E. Leeside sediment fallout patterns and the stability of angular bedforms. Journal of Sedimentary petrology, 1988, 58, 33-43.
Hanna S R. The formation of longitudinal sand dunes by large helical eddies in the atmosphere. Journal of Applied Meteorology, 1969,8, 874-883.
Hastenrath S L. The barchans of the Arequipa region, southern Peru. Zeitshrift fur Geomorphologie NF, 1967, 11,300-331.
Havholm K G and Kocurek G A. Preliminary study of the dynamics of a modem draa, Algodones, southeastern Califorina, USA, Sedimentology, 1988,35,649-669.
Hedin S A. Journey through the Takla-Makan Desert, Chinese Turkistan. Geography Journal, 1896,8, 264-278.
Hedin S. The central Asian desert, sand dunes and sands, In: Scientific Results of a Journey in Central Asia 1899-1902, 1905, Vol.2, 379-718, Swedish Army Lithographic Institute, Stockholm.
Hendrix M S, Graham S A, Carroll A R, Sobel E R, Mcknight C L, Schulein B J and Wang Z X. Sedimentary record and climatic implications of recurrent deformation in the Tian Shan from Mesozoic strata of the north Tarim,south Junggar, and Turpan basins, North west China Geological Society of America Bulletin, 1992,104:53-79.
Hesp PA. The formation of shadow dunes. Journal of Sedimentology Petrology, 1981,51, 101-112.
Hesp P A and Hastings K. Width, height and slope relationships and aerodynamic maintenance of barchans,Geomorphology, 1998, 22, 193-204.
Horikawa D, Shen H W. Sand movement by wind action. US Army, Corps of Engineers, Beach Erosion Board, Tech.Mema 1960,119.
Hsu S A. Wind stress criterion in eolian sand transport. Journal of Geophysical Research, 1971, 76:8684-8686.
Hsu S A. Computing eolian sand transport from shear velocity measurements. Journal of Geology, 1973, 81:739-743.
Holm D A. Desert morphology on the Arabian Peninsula. Science, 1960,132,1369-1379.
Howard A D. Effect of slope on the threshold of motion and its application to Orientation of wind repples. Geological Society of America, Bulletin, 1977, 88:853-856.
Hotta S, Kubota S, Katoris, et al. Sand transport by wind on a wet sand surface. Proceedings of 19~(th) Coastal Engineering Conference Houston, 1985, 1265-1281.
Iversen J D, Greeley R, White B R, et al. The effect of vertical distortion in the modeling of sediment phenomena: Martian crater wake streaks. Journal of Geophysical Research, 1976, 81: 4846-4856.
Iversen J D, White B R. Saltation threshold on Earth Mars and Venus Sedimentology, 1982, 29:111 -119.
Iversen J D and Rasmussen K R. The effect of surface slope on saltation threshold, Sedimentology, 1994,41,1 721-728.
Iversen J D and Rasmussen K R. The effect of wind speed and bed slope on sand transport, Sedimentology, 1999,46, 723-731.
Jakel D. Die bildung von barchancn in Faya-Largeau/Rep du Tchad. Zeitschrift fur Geomorphologic,1980, 24, 141-159.
Jensen J L, Sorensen M. Estimation of some saltation transport parameters: are-analysis of Williams data. Sedimentology, 1986, 33: 547-555.
Jackson B W T. A new instantaneous Aeolian sand trap design for field use. Sedimentology, 1996, 43:791-796.
Jenings J N. Desert dunes and estuarine fill in the Fitzory Estuary. Catena,1975,2,215-258.
Jose Carlos, O S Horta著,程道远译.撒哈拉西北部公路的设计与建设.世界沙漠研究(公路防沙专辑), 1991.
Kawamura R S. Study of sand movement by wind. Institute of Science and Technology. Tokyo, 1951.95-112.
Kind R J. A critical examination of the requirements of model simulation of wind in duced erosion / deposition phenomena such as snow drifting. Atmospheric Environment, 1976, 10: 219-227.
King D. The sand ridge deserts of south Australia and related Aeolian landforms of the Quaternary arid cycles. Transactions of the Royal Society of South Australia, 1960,83,99-109.
Kutzbach J E, Prell W L, Ruddiman W F. Sensitity of Eurasian Climate to surface uplift of the Tibetan Plateau. J Geol, 1993,101:177～190
Lancaster N. The formation of self dunes from barchans-supporting evidence for Bagnold's model from the Namib Desert. Zeitschrift fur Geomorphologie NF, 1980,24,160-167.
Lancaster N. Dunes on the Skeleton Coast, Namibia (South West Africa): Geomorphology and gain-size relationships, Earth Surface Processes and Landforms. 1982,7, 571-587.
Lancaster N. Variations: in Wind velocity and sand transport on the windward flanks of desert sand dunes. Sedimentology. 1985,32, 581-593.
Lancaster N. Dunes of the Gran Desierto sand sea, Sonora, Mexico, Earth Surface Processes and Landforms. 1987, 12, 277-288.
Lancaster, N. Controls of eolian dune size and spacing. Geology. 1988,16, 972-975.
Lancaster, N. The dynamics of star dunes: an example from the Gran Desierto, Mexico. Sedimentology. 1989,36, 273-289.
Lancaster N. Controls on aelian activity: new perspectives from the Kelso Dunes, Mojave Desert, California Journal of Arid Environments. 1994, 27, 113-124.
Lancaster N. Geomorphology of desert dunes, Routledge. 1995, 290pp.
Lancaster N, Arid Geomorphology. Progress in Physical Geography 1996,20: 97-103.
Lancaster N. Arid Gcomorphology. Progress in Physical Geography. 1997,21,285-290.
Lancaster, N., Dune morphology, chronology, and Quaternary Climatic chang, In: Alsharhan, Glennie, Whittle and Kendall(cd.)Quatemary desert and climatic change. Balkema, Rotterdam. 1998,339-349.
Lancaster N. Gcomorphology of Desert sand Seas. In: Goudie, A. S. et al.(ed.)Aeolian environments, sediments and landforms, John Wiley & Sons, Ltd, Singapore, 1999, 49-70.
Lancaster N and Baas A. Influence of vegetation cover on sand transport by wind: field studies at Owens Lake, California, Earth Surface Processes and Landforms, 1998,23, 69-82.
Lancaster N and Helm P. A test of a climatic index of dune mobility using measurements from the southwestern United States. Earth Surface Processes and Landforms, 2000,25, 197-207.
Lettau K and Lettau H H. Experimental and micro-meteorological field studies of dude migration. In: Lettau Exploring H H, Lettau K. Exploring the world's driest climate. Madison:University Wisconsin, 1978,110-147.
Leatherman S P. Short communication: new aeolian sand trap design Sedimentology, 1978, 25: 303-306.
Lee S J, Park K C, Park C W. Wind tunnel observations about the shelter effect of porous fences on the sand particle movements.Atmospheric Environment,2002,36(9): 1453-1463.
LEI Jiaqiang, WANG Xueqin, WANG De, ZHOU Changhai, XIA XunCheng, The blown sand disaster to the Tarim Desert Highway in Xinjiang, China. science in China(series D), 2002, Vol. 45 Supp. 165-173.
Liu X W, Li S, Shen J Y. Wind tunnel simulation of mountain dunes. Journal of Arid Environments, 1999,42 49-59.
Livingstone I. Geomorphological significance of wind flow patterns over a Namib linear dune, In Nickling (cd.) Aeolian Geomorphology, 1986, 97-112, Boston, Allen and Unwin.
Livingstone I. Monitoring surface change on a Namib linear dune. Earth Surface Processes and Landforms,1989, 14,317-332.
Livingstone I. A decade of surface change on a Namib linear dune. Earth Surface Processes and Landforms, 1993,18, 661-664.
Livingstone I and Warren A. Aeolian geomorphology-an introduction, Addison Wesley Longman Limited, London, 1996, 211pp.
Long J T, Sharp R P. Barchan dune movement in Imperial Valley, California, Bulletin of Geology Society of America, 1964, 79, 149-156.
Mabbutt J A. Aeolian landforms in central Australia. Australian Geographical Studies, 1968,6,139-150.
Mainguet M. Etude comparee des a I'echelle continentate. Bulletin de I'Association de Geographies Francais, 1975, 25, 135-140.
Malnguet M and Callot Y. L'erg de Fachi-Bilma. CNRS Memories et Mocuments, NS 1978,18,184.
Manabe S, Terpstra T B. The effects of mountains of the general circulation of the atmosphere as identified by numerical experiments. J Atmos Sci, 1974,31:3～42.
Marshall J K. Drag measurements roughness arrays of varying density, Agricultural Meteorology 1971,8:269-292.
Mcewan I K, Willetts B B. On the prediction of bed-load sand transport rate in air Sedimentology,1994,41: 1241-1251.
Musick H B, Gillette D A. Field evaluation of relationships between a vegetation Structural parameter and shettering against Wind erosion. Land Degradation and Rehabiltation 1990, 2: 87-94.
Mcewan I K. Bagnold's kink: a physical feature of a wind velocity profile modified by blown sand? Earth Surface Processes and Landforms, 1993, 18: 145-156.
Mckenna Neuman C K, Nickling W G. Momentum extraction With saltation: implications for experimental evaluation of wind profile parameters. Boundary-layer Meteorology, 1994, 68:35-50.
McKenna Neuman, C., Lancaster, N. and Nickling, W. G. Relations between dune morphology air flow, and scdiment flux on reversing dunes, Silver Peak, Nevada. Sedimentology, 1997, 44, 1103-1113.
McKenna Neuman C, Laneaster N, Nickling W G. The effect of unsteady winds on sediment transport on the stoss slope of a transverse dune, Silver Peak, NV, USA. Sedimentology, 2000,47, 211-226.
McKee E and Moriola R J. Geometry and growth of the White Sands dune field, New Mexico. US geological Survey Journal of Research, 1975,3,59-66.
McKee E D. Sedimentary structures in dunes, in McKee(cd. )A study of global sand seas. United States Geological Survey, 1979,83-113.
Mckenna Neoman C, Nickling W G. A theoretical and wind-tunnel investigation of the effect of capillary water on the entrainment of soil by wind. Canadian Journal of Soil Science, 1989, 69:79-96.
M P Tobin 著,程道远译.影响阿联酋公路设计、建设和养护的因素.世界沙漠研究(公路防沙专辑),1991.
Miao T D, Mu Q S, Wu S Z. Computer simulation of Aeolian sand ripples and dunes Physics Letters A, 2001, 288, 16-22.
Momiji H, Carretero-Gonzalez R, Bishop S R and Warren A. Simulation of the effect of wind speedup in the formation of transverse dune fields, Earth Surface Processes and Landforms, 2000,25, 905-918.
Monod R. Majabat al-Khoubra: contribution a I'etude de I'Empy Quarter' outstsaharien Memoires IFAN,1957,52, 406.
Mulligan K R. Velocity profiles on the windward slope of a transverse dune. Earth Surface Processes and Landforms, 1988,13, 573-582.
Newbold D. A desert odyssey of a thousand miles. Sudan Notes and Records, 1924, 7, 43-92, 104-107.
Nickling W Q Ecclestone M. The effects of soluble salts on the threshold shear velocity of fine sand.Sedimentology,1981,28:505-510.
Neuman C M. Particle transport and adjustment of the boundary layer over rough surfaces With an unrestricted,upwind supply of sediment. Geomorphology, 1998,25: 1-17.
Nickling W G The initiation of particle movement by wind. Sedimentology, 1998,35: 499-511.
Norris R M and Norris K. S. Algodones dunes of south-eastern California. Bulletin Geologica Society of America,1961,72,605-620.
Owen P R. Salutation of uniform grains in air. Journal of Fluid Mechanics 1964,20: 225-242.
Papesch A J G Wind tunnel tests to optimize battier spacing and porosity to reduce wind damage inhorticultural shelter systemsJ.Wind Eng.Ind.Aerodyn, 1992,41-44:2631-2642.
Parker S GJ. Observations regarding the movement of barchan sand dunes in the Nazca to Tanaca of southern Peru.Geomorphology, 1999, 27, 279-293.
Passarge S. Die Kalahari, Reimer. Berlin, 1904, 822pp.
Pao, Richarson H F. Fluid Mechanics, John Wiley and Sons, Inc. 1967,502.
Perera M D. Shelter behind two-dimensional solid and porous fences. J.Wind Eng.Ind. 1981.
Plate E J. The drag on smooth flat plate with a fence immersed in its turbulent boundary layer. An ASME publication.No.64-fe-17, 1964.
Raine J K.and Stevenson D C. Wind protection by model fences in a simulated atmospheric boundarylayer.J. Ind.Aerodyn, 1977,2:159-180.
Raupach M R, Gillette D A, Leys J F. The effect of roughness elements on wind erosion threshold. Journal of Geophysical Research, 1993,98(D2): 3023-3029.
Rauoach M R, Thorn A S, Edwards I. A wind tunnel study of turbulent flow close to regularly arrayed roughness surface.Boundary-Layer Meteology, 1980,18:373-393.
Rasmussen K R, Mikkelsen H E. Wind tunnel observations of Aeolian transport rates. Acta Mechanica, Sup-p1.1,1991: 135-144.
Rasmussen K, Sorensen M, Willetts B B. Measurement of Saltation and wind strength on beaches. In Barndoff Nielsen O E, Moller J T, Rasmussen K. R et al. Proceedings of the international workshop on the physics of blown sand. Aarhus: University of Aarhus, 1985, memoir8.
Richardson G M. A permeable windbreak: its effect on the structure of the natural wind. J. Wind Eng.Ind.Aerodyn,1989,32:101-110.
Rolland G Sur les grands dunes de sable du Sahara. Bulletin de la Societe Geologique de France. 1881 Sen,3,10,30-47.
Sharp R P. Kelso dunes, Mohave desert, California, Geological Society of America Bulletin, 1966, 77, 1045-1074.
Sarre R D. Evaluation of aeolian sand transport equations in tertidal zone measurements, Staunton sands, England.Sedimentoiogy. 1988, 35: 671-697.
Schw anghart H. Measurement of contact area, contact pressure and compaction under tires in soft soil. Journal of Terramechanics, 1991,28(4):309-318.
Sharp R P. Wind-driven sand in Coachella valley, California. Geological Society of America, Bulletin, 1964, 75:785-804.
Sorensen M. A analytic model of wind-blown sand transport. Acra Mechanica, 1991, Supp 1.1, 67-82.
Sarre R D. Evaluauon of Aeolian sand transport equations using in tertidal zone measurements, Saunton sands, England. Sedimentology, 1988, 35:671-679.
Sauermann G, Rognon P, Poliakov A, Herrmann H J. The Shape of the barchan dunes of southern Morocco, Geomorphology, 2000, 36, 47-62.
Seginer I. Atmospheric-stability effect on windbreak shelter and drag.Boundary-Layer Meteorol, 1975, 8:383-400.
Simonett D S. Development and grading of dunes in western Kansas. Annals of the Association of American Geographers, 1960,50,216-241.
Singh S. Sand dunes and paiaeoclimate in Fodhpur district, western Rajasthan. Man and Environments,1977,1,7-15.
Smith H T U. Dune morphology and chronology in central and western Nebraska. Journal of Geology, 1965, 73,557-578.
Sorensen M. An analytica 1 model of wind-blown sand transport. Acta Mech, 1991,Suppl. 1, 67-82.
Soresen M and McEwan I K. On the eaffact of mid-air collisions on aeolian saltation, Sedimentology, 1996, 43,65-76.
Stam J M T. On the modeling of two-dimensional aeolian dunes. Sedimentology, 1997,44,127-141.
Stout J E, Zobek T M. Establishing the threshold condition for soil movement in wind-eroding field. In Proceedings of the international conference on air pollution from agricultural operations. Kansas city, MO, 1996, 65-71.
Spies P J, Mcewan I E, Butterfield G R, On wind velocity profile measurements taken in wind tunnels with saltating grains. Sedimentology, 1995, 42: 515-524.
Sherman D J. An equilibrium relationship for shear velocity and apparent roughness length in Aeolian saltation,Geomorphology. 1992, 5: 419-431.
Stetler L D and Gayload D R. Evaluating eolian-climatic influences using a regional climate model from Hanford,Washingston(USA), Geomorphology, 1996,17,99-113.
Svasek J N, Terwindt J H T. Measurements of sand transport by wind on a natural beach. Sedimentology, 1974, 21:311-322.
Thesiger W. A further journey across the Empty Quarter. Geographical Journal, 1949,113, 21-46.
Tomas D S G, Shaw P A. Relict desert dunes systems: interpretation sand problem, J. Arid Environments, 1991,20:1-14.
Tosar H. Desert dunes morphology and dynamics, EI Arish. Zeitshrift fur Geomorphologie, 1974,Suppl., 20,41-61.
Tsoar H. Dynamic processes acting on a longitudinal (seif)dune. Sedimentology, 1983,30, 567-578.
Tsoar H and Moller J T. The role of vegetation in the formation of linear sand dunes, In: Nickling(ed.)Aeolian Geomorphology, Allen and Unwin, Boston, 1986,75-95.
Tsoar H. Linear dunes-forms and formation. Progress in Physical Geography, 1989,13, 507-528.
Twidale C R. Evolution of sand dunes in the simpson Desert central Australia. Transactions of the Institute of British Geographers, 1972,56,97-109.
Ungar J E, Half P K. Steady-state saltation in air. Sedimentology, 1987,34:289-299.
Van Der Wal D. Modelling aeolian sand transport and Morphological development in two beach nourishment areas,Earth Surface Processes and Landforms, 2000,25, 77-92.
Verstappen H T. Aeolian geomorphology of the Thar Desert and palaeoclimates. Zeitshrift fur Geomorphologie, NF Suppl., 1970,10,1-20.
Walker I J. Secondary airflow and sediment transport in the lee of a reversing dune, Earth Surface Processes and Landforrns, 1999,24,437-448.
Wang Y, Dong G Sand sea history of the Taklimakan for the past 30000 years. Geografiska Annaler, 1994, 76A,131-141.
Wang X, Dong Z, Chen G and Han Z. On efficiency of sand-controlling system along the Tarim Desert Highway in Taklimakan Desert, Journal of Chinese Geography, 2000,10,141 -150.
Wang X, Dong Z, Zhang J, Chen T. Geomorphology of the sand dunes in northeast Taklimakan Desert, Geomorphology, in Press,2001.
Wang X M, Dong Z B, Zhang J W, et al. Relations between morphology, air flow, sand flux and particle size on transverse dunes, Taklimakan Sand Sea, China. Earth Surface Processes and Landforms, 2002,5.
Warren A. Dunes in the Tenere Desert. Geographical Journal,1971,137,458-461.
Warren A. Morphology and sediments of the Nebraska Sand Hills in relation to Pleistocene winds and development of eolian bedforms. Journal of Geology, 1976,84,685-700.
Werner B T. Complexity in natural landform patterns. Science, 1999, 284, 102-104.
Willetts B B, Rice M A. Particle dislodgment from flat sand bed by wind. Earth Surface Progress and Landforms,1988, 13.
Williams G Some aspects of the Aeolian saltation load. Sedimentology, 1964,3:257-287.
Wilson I G. Aeolian bedforms-their development and origins. Sedimentlogy,1972, 19, 173-210.
Wilson I G. Ergs. Sedimentology Geology, 1973,10, 77-106.
Whol E E, Hikeda. The effect of roughness configuration on velocity profiles in artificial Channel. Earth Surface Progress and Landforms, 1998, 23: 159-169.
Warren A and Knott P. Desert dunes: a short review of needs in desert dune research and a recent study ofmicro-metcorological dune initiation mechanisms, In Brookfield and Ahlbrandt(ed.) Eolian sediments and Processes, 1983, 343-352, Elsevier, Amsterdam.
Wasson R J, Hyde R. Factors deter mining desert dune types. Nature, 1983, 304: 337-339.
Werner B T. Eolian dunes: computer simulations and attractor interpretation. Geology, 1995, 23, 1107-1110.
Werner B T and Kocurek G Bed-form dynamics: does the tail wag the dog? Geology, 1997, 25, 771-774.
Werner B T and Kocurek G Bedform spacing from defect dynamics. Geology, 1999, 27, 727-730.
Wiggs G F S. Desert dune dynamics and the evaluation of shear velocity: an integrated approach, In Pye, K.(ed.)The dynamics and environmental context of Aeolian sedimentology systems, 1993,37-48, Geological Society of London, Special Paper 72, London.
Wiggs G F S, Livingstone I, Thomas D S G and Bullard J E. Effect of vegetation removal on airflow patterns and dune dynamics in the southwestern Kalahari Desert. Land Degradation and Rehabilitation, 1994,5, 13-24.
Wiggs G F S, Livingstone, Thomas D S G and Bullard J E. Airflow and roughness characteristics over partially vegetated linear dunes in the southwest Kalahari Desert, Earth Surface Processes and Landforms, 1995,21, 19-34.
Wiggs G F S, Livingstone I, Warren A. The role of streamline curvature in sand dune dynamics: evidence form field and wind tunnel measurements, Geomorphology, 1996,17, 29-46.
Willett B B, Rice M A. Collisions in Aeolian transport: the saltation/creep link. In Nickling W G Aeolian Geomor-phology. London: Allenand Unwin, 1986, 1-18.
Willett B B, Rice M A. Inter-sallation collisions. In Barndorff-Nielsen O E, Moller J T, Rasmussen K R, et al.Pro-ceedings of the international workshop on the physics of blown sand. Aarhus:University of Aarhus,1985 Memoir8.
Wippermann F K and Gross G The Wind-induced shaping and migration of an isolated dune: a numerical experiment, Boundary-Layer Meteorology, 1986, 36, 319-334.
White B R, Schulz J C. Magnus effect in saltation. Journal of Fluid Mecchanics, 1977, 81:497-512.
White B R.Two-phase measurements of saltating turbulent boundary layer flow. International Journal of Multi-phase Flow, 1982, 9:459-473.
Williams G Some aspects of the Aeolian saltation load. Sedimentology, 1964,3:257-287.
Werner B T. A steady-state model of wind-blown sand transport. Journal of Geology, 1990, 98:1-17.
White B R. Soil transport by wind on Mars. Journal of Geophysical Research 1979, 84: 4643-4651.
Willetts B B. Transport by the wind of granular material of different grain shapes and densities. Sedimentology,1983, 30: 669-679.
Wolfe S A and Nickling W G The protective role of sparse vegetation in wind erosion, Progress in Physical Geograpgy, 1993,17, 50-68.
Wolfe S A and Nickling W G Shear stress partitioning in sparsely Vegetated desert canopies, Earth Surface Processes and Landforms, 1996,21, 607-620.
Wolfe S A. Impact of increased aridity on sand dune activity in the Canadian Prairies. Journal of Arid Environments,1997, 36, 421-432.
Zhibao D, Guangting C, Xingdong H, Zhiwen H, et al. Controlling blown sand along the highway crossing the Taklimakan Desert. Journal of Arid environments, 57 (2004): 329-344.
Zingg A W. Wind tunnel studies of the movement of sedimentary material. In: Proceedings of the 5~(th) Hydraulics Conf.Bull. 34. Iowa City: Inst. Of Hydraulics, 1953, 111-135.
曹世英,张子良.对风积砂路基压实问题的探讨.公路,1985,7:22-25.
陈渭南,董治宝,杨佐涛等.塔克拉玛干沙漠的起沙风.地理学报,1995,50(4):360-367.
陈渭南,雷加强.塔克拉玛干沙漠新月形沙丘不同部位的粒度特征,干旱区资源与环境,1992,6,101-109.
陈渭南.塔克拉玛干沙漠84°E沿线沙物质的粒度特征.地理学报,1993,48(1):33-46.
陈广庭.治理沙漠切忌急功近利.科学新闻周刊,2001,18:10pp.
陈广庭,冯起.塔里木盆地沙漠石油公路沿线风沙环境的形成与演变.北京:中国环境科学出版社,1997,158pp.
陈忠达,窦明建.塔里木沙漠石油公路路面结构型式的探讨.内蒙古公路与运输,1995,42(1):14-16.
陈忠达,张登良.风积沙路基压实技术的研究.中国公路学报,1999,12(2):13-17.
陈忠达,张登良.塔克拉玛干风积沙工程特性.西安公路交通大学学报,2001,21(3):1-4.
陈忠达.塔克拉玛干风积沙路基回弹模量的研究.内蒙古公路与运输,1998,50(2):5-8.
陈继,张喜发,程永辉.沙漠砂变形模量研究.岩土工程技术,2000,3:152-155.
陈进杰,王祥琴,张晓东等.路基压实质量快速监测仪器研制.岩土力学,2003,24(增刊):340-344.
陈团结,贾润萍.填土路基压实方法与环刀法取样深度中的误区.公路交通科技,2002,19(6):45-48.
陈晓光.风积沙特性及筑路问题探讨.公路,2000,(5):1-4.
程道远编辑.利比亚沙漠公路.世界沙漠研究(公路防沙专辑),1991.
崔之久,伍永秋,刘耕年等.关于“昆仑黄河运动”.中国科学(D辑),1998,28(1):53-59.
窦明建,陈忠达.沙漠公路路基施工与质量控制问题探讨.华东公路,1995,93(2):21-24.
丁道桂,汤良杰.塔里木盆地形成与演化.南京:河海大学出版社,1996,1-302.
丁探斌.陕北沙漠地区筑路的尝试.西北公路,1989,4:21-24.
董光荣,李森,李保生等.中国沙漠形成演化的初步研究.中国沙漠,1991,11(4):23-32.
董光荣,金炯,邵亚军等.中国沙区晚第四纪以来的气候变化.中国科学院兰州沙漠研究所集刊,1994,(4).
董光荣.塔克拉玛干沙漠第四纪地质研究的新进展.中国沙漠,1997,17,77.
董光荣,靳鹤龄,王贵勇等.中国沙漠形成演化与气候变化研究.中国科学院院刊,1999,(4):276-277.
董飞,刘大有,贺大良.风沙运动的研究进展和发展趋势,力学进展,1995,25;368-391.
董治宝,陈广庭.生物防沙物理学研究进展.中国沙漠,1996,16(3):44-48.
董治宝,陈广庭,韩致文等.塔里木沙漠石油公路风沙危害.环境科学,1997,18(1):5-9.
董治宝,陈广庭,颜长珍等.塔里木沙漠石油公路沿线沙丘移动规律.中国沙漠,1998,18(4):328-333.
董治宝,Fryrear D.W.,高尚玉.直立植物防沙措施粗糙特征的模拟试验.中国沙漠,2000,20(3):260-263.
董治宝,王涛,屈建军.风沙物理学学科建设的若干问题.中国沙漠,2002,22(3):205-209.
董海文,李嘉.瞬间面波法检测路基压实度的研究与探讨.湖南城市学院学报(自然科学版),2004,13(2):24-26.
窦明建,陈忠达.沙漠公路路基施工与质量控制问题探讨.华东公路,1995,93(2):21-24.
杜学玲,杨俊彪,张喜发.沙漠砂抗剪强度指标与原位测试指标关系研究.岩土力学,2005,26(5):837-840.
段争虎,何兴东,赵爱国等.塔克拉玛干沙漠腹地灌溉条件下土壤盐渍度变化研究.干旱区资源与环境,2000,14(3):65-70.
范中山.填砂路基击实标准的探讨.交通科技与经济,2005,24(4):10-11.
冯连昌.草方格沙障防风原理及其防护宽度的计算公式.第二届全国风工程及空气动力学学术会议论文集.北京:科学出版社,1986,437-442.
高尚玉,陈渭南,靳鹤龄等.全新世中国季风西北缘沙漠演化初步研究.中国科学(B辑),23(2):202-208.
高永,邱国玉,丁国栋等.沙柳沙障的防风固沙效益研究.中国沙漠,2004,24(3):365-370.
顾峰雪,文启凯,潘伯荣等.塔克拉玛干沙漠腹地人工绿地风沙土的理化性质研究.干旱区资源与环境,2000,14(1):74-79.
龚福华,何兴东,彭小玉等.塔里木沙漠公路不同固沙体系的性能和成本比较,中国沙漠,2001,21(1):45-49.
郭培军.砂土振动蠕变与长期强度研究.岩土工程学报,1995,17(1):56-61.
郭培玲.风积细沙碾压参数的确定及施工控制.甘肃水利水电技术,2000,36(2):119-120.
韩致文,陈渭南,陈广庭等.塔里木沙漠公路试验段防沙工程极其效益分析.中国沙漠,1993,13(4):31-38.
韩致文,刘贤万,姚正义等.复膜沙袋阻沙体与芦苇高立式方格沙障防沙机理风洞模拟实验.中国沙漠,2000,20(1):41-44.
韩致文,胡英娣,陈广庭等.化学工程固沙在塔里木沙漠公路沙害防治中的适宜性.环境科学,2000,21(5):86-88.
韩致文,董治宝,王涛等.塔克拉玛干沙漠风沙运动若干特征观测研究.中国科学,2003,33(3):255-263.
韩致文,王涛,孙庆伟等.塔克拉玛干沙漠公路风沙危害与防治.地理学报,2003,58(2):201-208.
韩致文,陈广庭,胡英娣等.塔里木沙漠公路防沙体系建设几个问题的探讨.干旱区资源与环境,2000,14(2):35-40.
韩森,华锋,陈忠明等.风积砂路基回弹模量研究.公路,2004,(7):65-68.
韩森,华锋,孟庆营.风积沙路基压实度测定方法研究.交通标准化,2004,134(10):87-90.
韩秀梅,李爱斌,巴国彦.风积沙填筑路基施工质量控制.内蒙古公路与运输,2003,81(4):33-36.
何兴东.塔克拉玛干沙漠腹地天然植被调查研究.中国沙漠,1997,17(2):144-148.
哈斯.腾格里沙漠东南缘沙丘形态示量特征及其影响因素.中国沙漠,1995,15(2),136-142.
哈斯,王贵勇.腾格里沙漠东南缘横向沙丘粒度变化及其与坡面形态的关系.中国沙漠,1996,16(3),215-220.
哈斯,董光荣,王贵勇.腾格里沙漠东南缘沙丘表面气流与坡面形态的关系.中国沙漠,1999,19(1):14.
哈斯,董光荣,王贵勇.腾格里沙漠东南缘格状沙丘的形态—动力学研究,中国科学(D辑),1999,29(5):466-471.
哈斯,王贵勇,董光荣.腾格里沙漠南缘格状沙丘表面气流及其地貌意义.中国沙漠,2000,20(1),30-34.
郝常俊,张立洲,梁福锁.风积沙路基施工质量控制.内蒙古公路与运输,2003,82(5):51-52.
郝诒纯,曾学鲁,李汉敏.塔里木盆地西部晚白垩纪—第三纪地层及有孔虫.地球科学,1982,17(2):1-20.
贺大良 高有广.沙粒跃移运动的高速摄影研究.中国沙漠,1988,8:18-29.
河村龙马.飞砂研究.东北理工研究所报告,1951,5:95-112.
胡红梅,徐刚,盛安连.快速测量路基压实度的技术研究.江苏大学学报(自然科学版),2003,24(3):84-87.
胡孟春,赵爱国,李农.沙坡头铁路防护体系阻沙效益风洞实践研究.中国沙漠,2002,22(6):598-601.
胡英娣,周洁.水玻璃固沙实验研究.流沙治理研究(二),银川:宁夏人民出版社,1991,358-365.
胡英娣.几种化学固沙材料抗风蚀的风洞实验研究.中国沙漠,1997,17(1):103-106.
胡冰.塔里木地台古生代的几个地质问题.地质学报,1965,45(2):131-144.
黄强,雷加强,王雪芹.塔里木沙漠公路不同地貌部位的高立式沙障阻沙特征.干旱区地理,2000,23(3):227-232.
季学武,门永新,高义民等.塔克拉玛干沙的承载能力特性研究.农业工程学报,1994,10(3):51-55.
吉启慧.粒度分析在塔克拉玛干沙漠研究中的应用.中国沙漠,1996,16(2),173-179.
金昌宁.公路沙害防治中阻沙栅栏的类型、布设及防护宽度的调查与论证.新疆交通科技,1997,2:12-15.
金昌宁.公路沙害防治中阻沙栅栏的类型、布设及防护宽度的调查与论证.新疆交通科技,1997,3:22-27.
金昌宁,李志农,张登良等.沙漠地区风积沙路用性能研究.乌鲁木齐:新疆交通科学研究院,2005.(研究报告)
景宏伟,魏俊奇.轻型井点降水法在沙漠高速公路中的应用.西北公路,2003,115(4):4-6.
靳鹤龄.塔克拉玛干沙漠形成演化与气候变化.2003.(博士论文)
雷加强.塔里木沙漠公路风沙危害及其防治研究.2003.(博士论文)
雷加强,王雪芹,王德.塔里木沙漠公路风沙危害形成研究.干早区研究,2003,20(1)1-6.
兰州铁路局.铁路防沙.北京:人民铁道出版社,1977.
兰州沙漠研究所沙坡头沙漠科学研究站.包兰铁路沙坡头段固沙原理与措施.银川:宁夏人民出版社,1991.
李保生,董光荣,丁同虎等.塔克拉玛干沙漠东部风沙地貌中的几个问题.科学通报,1990,35(23):1815-1818.
李保生,董光荣,张甲坤等.塔克拉玛干沙漠及其以南风成相带划分和认识.地质学报,1995,69(1)78-86.
李保生,董光荣,金炯等.末次冰期以来塔里木盆地沙漠、黄土的沉积环境与演化.中国科学(B辑),1993,23(1):644-651.
李春星,王荃,刘雪亚等.亚洲大地构造图及说明书(1:800万).北京:地质出版社,1982,1-45.
李宏,赵爱国,庄维健等.拦沙环工程抗风蚀性能研究.中国沙漠,2004,24(2):252-256.
李恒鹏,陈广庭.塔克拉玛干沙漠腹地复合沙垄间地新月形沙丘的逆向演变.中国沙漠,1999,19(2),134-138.
李恒鹏,陈广庭,李波.新月形沙丘气流迎风坡加速模拟.中国沙漠,2001,21(1)24-27.
李吉均,文世宣,张青松等.青藏高原隆起的时代、幅度和形式的探讨.中国科学,1979,(6):608-616.
李吉均,方小敏,马海洲等.晚新生代黄河上游地貌演化与青藏高原隆起.中国科学(D辑),1996,26(4):316-322.
李吉均,方小敏.青藏高原隆起与环境变化研究.科学通报,1998,43(15):1569-1574.
李景生(译).沙漠地区沙土的干压实.世界沙漠研究(公路防沙专辑),1991,36pp.
李森,董光荣,申建友等.雅鲁藏布江和古风沙地貌形成机制与发育模式.中国科学(D辑),1999,29(1):88-96.
李向东,李强.塔里木及邻区晚古生代早期古气候与构造.新疆地质,1996,4:306-315.
李向东,季茂松.中国西天山地质构造与西邻区的对比研究.地质论评,1996,42(2):107-115.
李永安,李向东.中国新疆西南部喀喇昆仑羌塘地块及康西瓦构造带构造演化.乌鲁木齐:新疆科技卫生出版社,1995,1-107.
李青山,张献民,李红英.路基压实度的瞬态瑞雷波检测法.河北工业大学学报,2003,32(5):27-30.
李杰,庄继德,魏东.沙力学特性影响因素的试验研究.中国机械工程,2000,11(4):462-465.
李杰,庄继德,季学武.车辆行驶的沙漠沙承载特性的研究.兵工学报,1999,20(1):62-64.
李杰,庄继德,魏东.塔克拉玛干沙漠沙的剪切特性.吉林工业大学学报,1998,28(2):1-5.
李振山,陈广庭.塔克拉玛干沙漠起沙风况.中国沙漠.1999,19(1):43-45.
李振山,倪晋仁.风沙流研究的历史、现状及其趋势.干旱区资源与环境,1998,12(3):89-97.
李振山,董治宝,陈广庭.风沙运动数值模拟研究进展.干旱区研究,1997,14(1):63-68.
李振山.塔克拉玛干沙漠沙丘研究.1997.(博士论文)
李振山,陈广庭.塔克拉玛干沙漠起沙风况.中国沙漠,1999,19(1):43-45.
李志农,彭世古,唐勇等.新疆沙漠地区公路修筑技术(研究报告).乌鲁木齐:新疆交通科学研究所.1993.
李志农,金昌宁.塔克拉玛干沙漠公路路基路面设计施工.西安:陕西科学技术出版社,2001.102-123.
李志勇,梁乃兴,梅迎军.风积沙路基压实度检测方法研究.重庆交通学院学报,2005,24(1):73-76.
李志忠,关有志,孙忠等.塔里木沙漠石油公路沿线新月形沙丘的地貌特征,新疆大学学报(自然科学版),1998,(1):80-90.
李仲光.略论18-20世纪塔克拉玛干沙漠考察活动,干旱区地理,1994,17,73-79.
黎荐.沙漠地区风积沙填筑公路路基施工技术.铁道标准设计,2003,(7):9-10.
罗康生.沙漠路基施工技术.山西建筑,2004,30(5):124-125.
刘长清.提高路基压实度检测准确度应注意的问题.东北公路,1999,22(3):19-21.
刘大有,董飞,贺大良,风沙二相流运动特点的分析.地理学报,1996,51:434-444.
刘东生.黄土与环境.北京:科学出版社,1985.
刘刚,郭虹.浅谈风积沙填筑路基施工工艺.黑龙江交通科技,2004,127(9):43-45.
刘连友,刘玉璋,李小雁等.砾石覆盖对土壤吹蚀的抑制效应.中国沙漠,1999,19(1):60-62.
刘连友.区域风沙蚀积量和蚀积强度初步研究.地理学报,1999,54(1).
刘贤万.实验风沙物理与风沙工程学.北京:科学出版社,1995.
刘贤万,草方格沙障的风洞试验.流沙治理研究(二).银川:宁夏人民出版社,1991.326-334.
刘贤万.风沙环境风洞实验的相似原则.地貌实验与模拟,北京:地质出版社,1995.
刘训,吴绍祖,傅德荣等.塔里木板块周缘的沉积—构造演化.乌鲁木齐:新疆科技卫生出版社,1997,1-257.
刘小平,董治宝.直立植被粗糙度和阻力分解的风洞试验研究.中国沙漠,2002,22(1):82-87.
刘源.草方格固沙的物理机制研究.见:兰州大学2000年筠政学者论文集,兰州:兰州大学出版社,2000.
刘志民,赵文智.关于我国治沙问题的探讨.科技研究与发展,19(4):58-60.
刘振兴.关于风沙问题的研究(Ⅰ).近地层湍流大气中沙的传输.气象学报,1960,31(1).
刘振兴.关于风沙问题的研究(Ⅱ).在风力作用下沙丘移动规律性的初步研究.气象学报,1962,31,84-91.
凌裕泉.草方格沙障的防护效益.流沙治理研究.银川:宁夏人民出版社,1980.49-59.
凌裕泉.塔克拉玛干沙漠的流场特征与风沙活动强度.中国沙漠,1988,8(2):25-37.
凌裕泉,金炯,邹本功等.栅栏在防治前沿积沙中的作用.中国沙漠,1984,4(3):16-25.
凌裕泉.铁路沙害治理体系的风沙物理学原理——以包兰铁路为例.流沙治理研究(二).银川:宁夏人民出版社,1991,297-308.
凌裕泉,屈建军,樊锦诗等.莫高窟崖顶防沙工程的效益分析.中国沙漠,1996,16(1):13-16.
凌裕泉.最大可能输沙量的工程计算.中国沙漠,1997,17(4):362-368.
凌裕泉,刘绍中,吴正等.风成沙纹形成的风洞模拟研究.地理学报,1998,53(6):520-527.
凌裕泉,吴正,刘绍中等.新月形沙丘形态的模拟实验研究.地理科学,1998,18(1):88-93.
卢春阳.控制沙脊线防沙试验研究.干旱区研究,1997,14(2):42-44.
马长春编程译.一些国家的公路防沙举例.世界沙漠研究(公路防沙专辑),1991.
马世威.风沙流结构的研究.中国沙漠,1988,8(3):8-21.
屈建军,凌裕泉.金字塔沙丘形成机制的初步观测与研究.中国沙漠,1992,12,20-28.
屈建军,张伟民,吴丹.金字塔沙纹的风洞模拟研究,科学通报,1992,37,1870-1872.
屈建军.敦煌莫高窟顶尼龙网栅栏防沙效益初步研究.干旱区研究,1993,(3):20-25.
屈建军,张伟民,凌裕泉等.莫高窟顶尼龙网栅栏防沙效应初步研究.干旱区研究,1993,10(3):16-20.
屈建军,刘贤万,雷加强等.尼龙网栅栏防沙效应的风洞模拟实验.中国沙漠,2001,21(3):276-280.
屈建军,凌裕泉,刘贤万等.尼龙网栅栏防沙效应研究.兰州大学学报,2002,38(2):171-176.
钱宁,万兆惠.泥沙运动力学.北京:科学出版社,1983.497-508.
钱亦兵,吴兆宁,金井丰等.塔克拉玛干沙漠沙物质成分研究.干旱区研究,1994,11(4):46-52.
钱亦兵,张希明,李晓明.塔克拉玛干沙漠南缘绿洲沙物质粒度特征.中国沙漠,1995,15,131-135.
单娜娜,文启凯,潘伯荣等.塔克拉玛干沙漠腹地人工绿地条件下微量元素变化规律研究.新疆农业大学学报,2001,24(2):9-16.
邵生俊.塔克拉玛干沙漠腹地岩土工程性质的初步揭示与分析.岩土工程学报,1997,19(4):94-99.
苏跃宏,刘俊芳,刘博.瑞利波检测路基压实度试验研究.内蒙古工业大学学报,2004,23(3):226-229.
盛安连.路基路面检测技术.北京:人民交通出版社,1996,52-150.
宋丽新,付宗庆,路静远.风积沙填筑高速公路路基施工技术.东北公路,1999,22(4):43-47.
宋天锐.新疆库车盆地第三纪形成的陆—海过渡碳酸岩盐.沉积学报,1984,2(3):48-59.
邵生俊,林颂恩.塔克拉玛干沙漠腹地岩土工程性质的初步揭示与分析.岩土工程学报,1997,19(4):94-99.
沙庆林.公路压实与压实标准.北京:人民交通出版社,1998,252-307.
孙庆伟,王涛,韩致文等.北疆铁路沿线风沙危害的研究.中国沙漠,2004,24(2):182-186.
孙其诚,王光谦.风沙运动的计算机模拟.科学通报,2001,46(3),254-256.
施雅风,李吉均,李炳元等.晚新生代青藏高原的隆起与东亚环境变化.地理学报,1999,54(1):10-20.
唐勇,李志农,宁江波.沙漠公路路基的机械化施工工艺研究.筑路机械与施工机械化,1993,44(10):27-29.
铁道部基建总局.沙漠地区的勘测与设计.北京:人民铁道出版社,1959.
铁道部基建总局.沙漠路基修筑经验.北京:人民铁道出版社,1959.
拓万泉,杨根生.流动沙丘表面输沙率的理论计算方程.干旱区资源与环境,1996,10(4).
田见效,雷喜朝,常小马.沙漠路基压实标准研究.山西交通科技,2003,158(4):4-5.
吴正.新疆和田地区沙土及土壤风蚀的初步研究.见:中国地理学会1961年地貌学学术讨论会论文摘要.北京:科学出版社,1965,125-127.
吴正,凌裕泉.风沙运动的若干规律及防止危害问题的初步研究.治沙研究,1965,7:7-14.
吴正,彭世古,洪占山等.沙漠地区公路工程.北京:人民交通出版社,1981.
吴正.塔克拉玛干沙漠成因探讨.地理学报,1981,36(3):280-291.
吴正.风沙地貌学.北京:科学出版社,1987.
吴正,刘贤万.风沙运动的多相流研究现状及展望.力学与实践,1981,3:8-11.
吴正.风沙地貌与治沙工程学.北京:科学出版社,2003.
王宝瑜,郎志君,李向东.中国天山西段地质剖面综合研究.北京:科学出版社,1994:151-154.
王涛.走向世界的中国沙漠化防治的研究与实践.中国沙漠,2001,21(1):1-3.
王涛,吴薇,薛娴,张伟民,韩致文等.中国北方沙漠化土地时空演变分析.中国沙漠,2003,23(3):230-235.
王涛,赵哈林,肖洪浪.中国沙漠化研究的进展.中国沙漠,1999,19(4):299-311.
王涛,吴薇,薛娴等.近五十年来中国北方沙漠化土地的时空分布.地理学报,2004,59(2):203-212.
王涛.中国北方典型沙漠化地区沙漠化的对比研究.中国沙漠,1989,9(1):113-137.
王涛,张伟民,汪万福等.莫高窟窟顶戈壁防护带阻截和输导功能研究.中国沙漠,2004,24(2):187-190.
王振亭,郑晓静,草方格沙障尺寸分析的简单模型.中国沙漠,2002,22(3),229-232.
王训明,陈广庭.塔里木沙漠石油公路沿线半隐蔽式沙障与流沙区沙物质粒度变化.中国沙漠,1996,16,168-172.
王训明,陈广庭.塔里木沙漠公路沿线机械防沙体系效益评价及防沙带合理宽度的初步探讨.干旱区资源与环境,1997,11(4):28-35.
王训明,陈广庭,董治宝等.塔里木沙漠公路沿线起沙风与输沙强度,中国沙漠,1997,17,168-172.
王训明,陈广庭,韩致文等.塔里木沙漠公路沿线机械防沙体系效益分析.中国沙漠,1999,19(2):120-127.
王训明,陈广庭,韩致文等.塔里木沙漠公路沿线的起沙风与输沙强度.中国沙漠,1997,17(2):168-172.
王训明,董治宝,陈广庭.塔克拉玛干沙漠中部部分地区风沙环境特征.中国沙漠,2001,2(1):56-61.
王训明,董治宝,屈建军.塔克拉玛干沙漠简单横向沙丘形态学示量特征.兰州大学学报(自然科学版),2002,38(6):110-116.
王雪芹,雷加强,黄强.塔里木沙漠公路风沙危害分异规律的研究.中国沙漠,1999,20(4):438-442.
王雪芹,黄强,雷加强.塔里木沙漠公路复合型纵向沙垄区的道路沙害.干旱区研究,1998,15(3):48-51.
王雪芹,雷加强.塔里木沙漠公路风沙危害评估指标体系.干旱区地理,1999,22(1):81-87.
王雪芹.风沙活动区工程线路走向与风沙危害程度的关系——以塔里木沙漠公路为例.干旱区地理,2000,23(3):221-226.
王彦志,黄桂启.风积沙地区公路路基施工.内蒙古公路与运输,1999,60(3):12-13.
王在强,刘泽华,李中玺等.风积沙路基施工技术.中外公路,2004,24(2):19-21.
王增学,靳秀萍.沙漠公路路基施工与质量控制.筑路机械与施工机械化,2001,18(3):38-39.
温向乐,韩致文,杨佐涛.塔克拉玛干沙漠石油公路沿线风沙活动的气候环境.中国沙漠,1998,18(1):77-80.
薛娴,张伟民,王涛.戈壁砾石防护效应的风洞实验于野外观测结果.地理学报,2000,55(3):375-383.
徐峻岭,裴章勤,王仁化.半隐蔽麦草方格沙障防护宽度的探讨.中国沙漠,1982,2(3):16-23.
徐刚,盛安连,姜松等.新颖的路基压实度测定方法的研究.农业机械学报,2001,32(3):20-23.
徐德福.沙漠地区风积沙地基的工程特性.水利水电技术,2004,35(9):43-46.
徐新文,李丙文,周智彬等.塔中沙漠基地路生物防沙技术示范.土壤通报,2001,32(专):112-114.
徐新文,胡玉坤,潘伯荣.塔里木沙漠公路防沙体系的防护效益.干旱区研究,1998,15(1),21-26.
夏训诚,李崇舜,周兴佳等.新疆沙漠化与风沙灾害治理.北京:科学出版社,1991.
夏训诚,胡文康.塔克拉玛干沙漠资源与环境.中国科学(B缉),1993,23(8):889-896.
夏训诚,樊胜岳.中国沙漠科学研究进展.科学通报,2000,45(18):1908-1912.
夏训诚,陈广庭,李纯舜等.塔里木沙漠石油公路工程技术研究.中国沙漠,1995,15(1):1-9.
杨根生.有关沙漠化几个问题的探讨.干旱区研究,1986,(1).
杨金风.浅谈填砂路基的施工与压实度检测.水运工程,2002,341(6):75-78.
杨俊池.谈换填砂路基的施工及压实度检测方法.中南公路工程,1999,24(4):15-16.
杨志清,薛明,郭忠印.风积沙击实特性研究.华东公路,2003,143(4):67-69.
杨振茂,侯永峰,孔恒等.风积沙的压实特性与循环荷载下变形性状的试验研究.中国公路学报,2002,15(4):8-10.
姚正毅,陈广庭,韩致文.塔克拉玛干沙漠腹地风沙土的力学性质.中国沙漠,2001,21(1):28-33.
姚正毅,陈广庭,韩致文.沙漠地区不良工程地质现象——塔克拉玛干沙漠腹地为例.中国沙漠,2000,20(3):269-272.
姚仰平,韩晓雷,水伟厚.塔克拉玛干沙漠砂归一化压缩曲线及其工程应用.西安建筑科技大学学报,2000,32(4):317-321.
俞学曾,区柏森.防护林防沙效益风洞模拟实验,气动实验与测量控制,1991,5(4):46-48.
义宗贞,程喜梅,董长山等.塔克拉玛干沙漠砂室内击实试验.油气田地面工程,2001,20(6):93-94.
尹洁芬.防风林风洞模拟实验的相似性研究,第三届全国风工程及工业空气动力学学术会议论文集.北京:科学出版社,1990:490-496.
赵旗,徐颖,李杰等.车辆行驶工况下的沙漠沙本构特性模型的建立.吉林大学学报(工学版),2003,33(1):42-45.
朱震达.塔里木盆地沙漠的自然特征.地理知识,1960,4.
朱震达.风力作用下沙丘演变动态过程中若干问题的初步研究.治沙研究第五号,北京:科学出版社,1963.
朱震达.塔克拉玛干沙漠西南地区绿洲附近沙丘的移动规律.地理学报,1964,30,33-47.
朱震达,陈治平,吴正等.塔克拉玛干沙漠风沙地貌研究.北京:科学出版社,1981:27-70.
朱震达,陆锦华.塔克拉玛干沙漠克里雅河下游地区风沙地貌的形成发育环境变化趋势的初步研究.中国沙漠,1988,8(2):1-10.
朱震达,赵兴梁,凌裕泉等.治沙工程学.北京:中国环境科学出版社.1998,117-135.
朱俊风,朱震达.中国沙漠化防治.北京:中国林业出版社,1999,129-132.
朱震达,吴正,刘恕等.中国沙漠概论.北京:科学出版社,1980,84-100.
朱震达,吴正.塔克拉玛干沙漠风沙地貌研究.北京:科学出版社,1981,110pp.
朱震达.应用实验方法研究风沙地貌形成过程的若干特征.治沙研究,1962,4:48-61.
朱震达.中国沙漠、沙漠化、荒漠化及其防治对策.北京:中国环境科学出版社,1999.
朱震达,陈广庭.中国土地沙质荒漠化.北京:科学出版社,1994.
朱震达.中国北方沙漠化现状及发展趋势.中国沙漠,1985,5(3):3-11.
朱震达,刘恕.中国沙漠化及其治理.北京:科学出版社,1989,126.
朱震达,王涛.中国沙漠化研究的理论与实践.第四纪研究,1992,(2):97-106.
张华,李锋瑞,张铜会等.科尔沁沙地不同下垫面风沙流结构与变异特征.水土保持学报,2002,1(2):21-23.
张家武,陈广庭,陈发虎.塔克拉玛干沙漠中部地区线形沙丘表面动力学过程.中国沙漠,1999,19(2):128-133.
张军光.DS基层技术在沙漠公路中的应用.油气田地面工程,2003,22(9):46pp.
张伟民,王涛,薛娴等.敦煌莫高窟风沙危害综合防护体系探讨.中国沙漠,2000,20(4):409-414.
张伟民,李孝泽,屈建军等.金字塔沙丘地表气流场及其动力学过程研究.中国沙漠,1998,18(3):215-220.
张献民,王建华.公路工程瞬态激振无损检测技术.土木工程学报,2003,36(10):105-110.
张福明,张永强,聂有杰.风积沙填方路堤施工工艺及质量控制.内蒙古科技与经济,2003,(10):88-90.
张凤洲.刘克兴,王海永.高等级公路风积沙填筑路堤施工.内蒙古公路与运输,2001,71(增刊):94-95.
张生辉,王新民,陈忠明.沙漠地区高速公路风积沙路基压实方法研究.公路交通科技,2004,(8):29-33.
周智彬,徐新文,李丙文.塔克拉玛干沙漠腹地人工绿地水盐动态的研究.干旱区研究,2000,1(1):21-26.
赵景峰,李纯舜,周兴佳等.新月形沙丘表流场与沙丘蚀积特征.中国沙漠,1993,13(3):18-24.
赵景峰,李崇舜,何清等.塔克拉玛干沙漠腹地塔中—井地区起沙风分析和输沙量的估算.干旱区地理,1995,18(3):39-47.
赵性存等.中国沙漠铁路工程.北京:中国铁道出版社,1988.
中国科学院兰州沙漠研究所.铁路沙害的防治.北京:科学出版社,1978.
中国石油天然气总公司塔里木石油勘探开发指挥部.塔里木沙漠石油公路.北京:石油工业出版社,1996.
周清杰,郑建京.塔里木构造分析.北京:科学出版社,1990,1-16.
周兴佳.塔克拉玛干沙漠腹地现代流动沙丘形成简史.见:中国第四纪南北对比与全球变化,第六届全国第四纪学术讨论会论文摘要汇编,广东高等教育出版社,1993,39pp.
周兴佳,李崇舜,朱峰.塔克拉玛干沙漠地貌研究的深化.地貌与第四纪环境研究文集.北京:科学出版社,1996,80-81.
周鹏举,徐根东,魏建华等.流动性沙漠公路综合设计.油气田地面工程,2003,22(7):57-58.
周庭儒.新疆第四纪陆相沉积的主要类型及其和地貌气候发展的关系.地理学报,1963,29,109-129.
邹本功,丛自立,刘世建.沙坡头地区风沙流的基本特征及其防治效应的初步观测.中国沙漠,1981,1(1):33-39.
邹学勇,朱久江,董光荣等.风沙流结构中起跃沙粒重直初速度分布函数.科学通报,1992,37(23):2175-2177.
邹学勇,刘玉璋,董光荣.风沙流能量的实验计算.科学通报,1994,39(2).
朱兴龙,肖鹏,张磊等.路基压实度的快速检测校正.中南公路工程,2002,27(3):91-92.
兹纳绵斯基.盐渍土和流沙上的道路工程.北京:人民交通出版社,1961.
聂格达耶夫.流沙地区公路的设计、修建与养护.北京:人民交通出版社,1956.
著,马长春译.沙漠地区的公路选线和勘测.世界沙漠研究(公路防沙专辑),1991.
1972, 50-85.
1963,2.
AH TCCP, Cep , 1964,4.
(杨郁华译).沙地风蚀过程的实验研究和沙堆防止问题.北京:科学出版社,1960.
(胡孟春译).苏联荒漠流沙的固定.北京:海洋出版社,2001.
1990:106-111.
CCP. 1976: 3.
1959.
AH CCCP,1948 (39).
1983.
Ahlbrandt T S. Comparison of textures and structures to distinguish eolian environments, Kilpccker dune fied, Wyoming. Mountain Geologist, 1974, 12, 61-63.
Anderson R S,Haff P K. Wind modification and bed response during saltation of sand in air. Acta Mech, 1991, Suppl. 1:21-52.
Anderson R S.Salutation of sand: a qualitative review with biological analogy. Proceedings of Royal Society Edin-burg, 1989, 96B:149-165.
Anderson R S, Hallet B. Sediment transport by wind: toward a general model Geological Society of America, Bulletin, 1986, 97: 523-535.
Anderson R S, Hallet B. Sediment transport by wind: towed a general model. Bulletin of geology society of America, 1986, 97:523-535.
Anderson R S, Haff P K. Simulation-of aeolian salutation. Science, 1988, 241: 820-823.
Allchin B, Goudie A, Hedge K T M. The Prehitory and palaeogeography of the Great Indian Desert. Academic Press, London, 1978.
Allen J R L. Physical processes of sedimentation. London: Allenand Unwin, 1970.
Allen J R L. Simple models for the shape and symmetry of tidal sand waves: (Ⅰ) statically stable equilibrium forms. Marinegeology, 1982, 48:31-49.
Anderson R S. Erosion profiles due to particles entrained by wind: application of an eolian sediment transport model. Bulletin of the Geological Society of America, 1986, 97, 1270-1278.
Anderson R S and Haff P K. Simulation of eolian saltation. Science, 1988, 241,820-823.
Aufrere L. L'orientations des dunes et la direction des vents. Comptes Rendus Academic des Sciences, 1928, 187, 833-835.
Aufrere L. Le cycle morphologique des dunes. Annales de Geographic, 1931,40,362-385.
Aufrere L. Utilisation de la photographic zenithae dans I'etude morphologique et dans la cartographic des dunes. Comptes Rendus du Congres International de Geographic Paris 1931,1932,1,155-162.
Aufrere L. Les dunes Sahara algerien. Bulletin de I'Association de Geographies Francais, 1934,83,130-142.
Bardorff-Nielsen O E, Moiler J T, Rasmussen K, et al. Proceedings of the International work-shop on the physics of blown sand. Aarhus: University of Arhus, 1985, Memoir8.
Bagnold R A.风沙和荒漠沙丘物理学(钱宁等译).北京:科学出版社,1959,65.
Bagnold R A. The Physics of Blown Sand and Desert Dunes. London: Marrow, 1941, 87.
Bagnold R A.沙和荒漠沙丘物理学(中译本).北京:科学出版社,1959.168-171.
Bagnold R A. Journeys in the Libyan Desert. Geographicl Journal, 1931, 78, 13-39.
Bagnold R A. A further journey in the Libyan Desert. Geographicl Journal, 1933, 82, 103-129, 211-235.
Bagnold R A. The movement of desert sand. Geographicl Journal, 1935, 85, 343-369.
Bagnold R A. The movement of desert sand. Proceeding of Royal Society London, Series A, 1936,157:594-420.
Bagnold R A. The size-grading of sand by wind. Proceeding of Royal Society London, Series A, 1937,163:250-264.
Bagnold R A. The transport of sand by wind. Geographical Journal, 1937, 89:409-438.
Bagnold R A. The physics of blown sand and desert dunes. Methuen, Lonldon, 1941,265pp.
Bagnold R A. The surface movement of blown sand in relation to meteorology. Research Council of Israel Special Publication, 1953, 2, 89-96.
Barndorff-Nielsen O E, Willetts B B. Aeolian graintransport: (1) Mechanics;(2)The erosion environment. Acta Mechanica, Suppl. 1 and 2. New York Springer-verlag, 1991.
Bachavov A P. A description of devices of wind erosion. World desert research, 1992, 3, 40-43.
Bilbro J D,Fryrear D W. 关于几种风障防蚀特性的评述.水土保持科技情报,1998(4):51-54.
Blandford W T. On the Physical geography of the Great Indian Desert with especial reference to the existence of the sea in the Indus valley and on the origin and mode of formation of the sand hills. Journal of Asiatic Society of Bengal (Calcutta), 1876,45, 86-103.
Bigarella J J. Lagoa dunefield, state of Santa Catarina, Brazil:a model of eolian and pluvial activity. Boletim Paranaense de Geoseiencias, 1975,33,133-167.
Bisal F, Nielsen K F. Movement of soil particles in saltation. Canadian Journal of SoilScience,1962, 42: 81-76.
Buckely R. The effect of spare vegetation on the transport of dune sand by wind. Nature, 1987, 325:426-428.
Belly P Y. Sand movement by wind. US Army Corps of Engineers, Coastal Engineering Research Center, Technical Memorandum 1, 1964.
Brookfield M. Dune trends and wind regime in central Australia. Zeitschrift fur geomorphoiogie NF 1970, Suppl.10,121-153.
Buckley R C. Grain-size characteristics of linear dunes in central Australia. Journal of Add Environments, 1989,16, 23-28.
Bullard J E. A note on the use of the 'fryberger Method' for evaluating Potential sand transport by wind. Journal of Sedimentary Research, 1997, 67,499-501.
Butterfield G R. Sand transport response to fluctuating wind velocity. In Clifford N T, French T R, Hardisty J. Turbulence: perspectives on flow and sediment transport. Chichester: Wiley, 1993, 305-336.
Butterfield G R. Grain transport rates in steady and unsteady turbulent airflows. Acta Mechanica, Supplement 1991, 1: 97-122.
Chamberlain A C. Roughness length of sea, sand and snow Boundery-layer Meteorology, 1983, 25: 405-409.
Chepil W S. Relation of wind to the dry aggregate structure of a soil. Scienctific Agriculture, 1941, 21: 488-507.
Chepli W S. Dynamics of wind erosion: Ⅰ. Nature of movement of soil by wind. Soil Science, 1945, 60: 305-320.
Chepil W S. Dynamics of wind erosion: Ⅱ. Initiation of soil movement. Soil Science, 1945, 60: 397-411.
Chepil W S, Mitne R A. Wind erosion of soils in relation to size and nature of the exposed area. Scientific Agriculture, 1941, 21: 479-487.
Chepil W S, Woodruff N P. The physics of wind erosion and its control. Advance of Agronomy, 1963, 15: 211-302.
Chepil W S. Dynamics of wind erosion: Nature of movement of soil by wind. Soil Science, 1945, 60: 305-320.
Chepil W S. Properties of soil which influence wind erosion Ⅳ: state of dryaggregate structure. Soil Science, 1951, 72:382-401.
Chen W, Yang Z, Dong Z. Vertical distribution of wind-blown sand flux in the surface layer during sand stormsin the Taklimakan Desert, Central Asia, Physical Geography, 1996,17, 193-218.
Chen guang ting, Hanzhiwen, Dongzhibao. The Laws of Bed Surface Erosion and Deposition by a Wind-Sand Stream and Their Application in Sand Control Engineering. Arid Land Research. 1999, 11 (4):315-321.
Chudeau R. Sahara Soudanais. Amand Colin, Paris, 1909, 322pp.
Cooper W S. Coastal sand dunes of Oregon and Wasington. Geological Society of America Memoir, 1958, 72, 167pp.
Cornish V. On Kumatology. Geographical Journal, 1899,13,618-624.
Cornish V. On desert sand-dunes bordering the Nile Delta. Geographical Journal, 1900,15,1-30.
Cornish V. The Waves of Sand and Snow and the Eddies Which Make Them. Fisher Unwin, London,1914.
Dale Gilltte. Define effective wind velocity by tunnel. Atmospheric Environment, 1978, 12: 2309-2313.
Dubief J. Les vent de sable darts le Sahara Francais. Colloques Internationaux CNRS, 1953,35,45-70.
Dong Z, Wang X, and Chen G. Monitoring the advance of the dune in Taklimakan Desert. Geomorphology, 2000 in press.
Edwin D Mckee(赵兴梁译).世界沙海的研究.银川:宁夏人民出版社,1993.407-408.
Erbach D C, Kinney G R, Wilcox A P. Strain gage to measure soil compaction. Transactions of the A SAE, 1991, 34(6) :2345-2348.
Finkel H J. The barchans of southern Peru. Journal of Geology, 1959,67,614-647.
Folk R L. Longitudinal dunes of the northwestern edge of the simpson desert, northern territory, Australia. Ⅰ. Geomorphology and grain size relationship. Sedimentology, 1971,16,5-54.
Frank A and Kocurek G. Towards a model for airflow on lee side of aeolian dunes. Sedimentology, 1996,43, 451-458.
Frybergrer S G, Al-Ssri A M, Clisham T J, et al. Wind sedimentation in the Jafu-rah Sand Sea, Saudi Arabia. Sedimcntology, 1984, 37:23-43.
Fryberger S G. Dunes forms and Wind regimes, in McKee(1979), 305-397.
Gautier E E. The great Sahara. Columbia University Press, New York, 1935, 264pp.
Gayioad D R and Stetlcr L D, Aeolian-climatic thresholds and sand dunes at the Hanfod site, south- central Washington U. S. A., Journal of Arid Environments, 1994,28, 95-116.
Gillette D A and Stockton P H. The effect of nonerodible particles on wind erosion of erodible surfaces. Journal of Geophysical Research, 1989, 94(D10): 12885-12893.
Greeley R, Iversen J D, Dollack J B et al. Wind tumel Studies of Martian Aeolian processes. Proceedings of Royal society London, Series A341, 1974, 331-360.
Greeley R. Aeolian landforms: laboratory simulations and field studies. In: Nickling W G (cd.)Aeolian geomorphology, Allen and Unwin, Boston, 1986,195-211.
Gillette D A, Adamls J, Mubs D, et al. Threshold velocities and rupture moduli for crusted desert foil for input of soil particles in to the air. Journal of Geophysical Research, 1982, 87: 9003-9015.
Grove A T and Warren A. Quaternary landforms and climate on the south side of the Sahara. Geographical Journal, 1968,134,194-208.
Grove AT. Landforms and climatic change in the Kalahari and Ngamiland. Geographical Journal, 1969,135,191-212.
Guo Z T, William F, Raddiman, at el. Onset of Asian desertification by 22Myr ago inferred from loess deposits in China. Nature, 2002,416: 159-163.
Hack J T. The dunes of western Navajo county. Geographical Review, 1941, 31, 240-362.
Hagen L J, Skidmore E L. Windbreak drag as influenced by porosity. Transactions of the ASAE, 1971,14(3):464-465.
Hand B M, Bartberger C E. Leeside sediment fallout patterns and the stability of angular bedforms. Journal of Sedimentary petrology, 1988, 58, 33-43.
Hanna S R. The formation of longitudinal sand dunes by large helical eddies in the atmosphere. Journal of Applied Meteorology, 1969,8, 874-883.
Hastenrath S L. The barchans of the Arequipa region, southern Peru. Zeitshrift fur Geomorphologie NF, 1967, 11,300-331.
Havholm K G and Kocurek G A. Preliminary study of the dynamics of a modem draa, Algodones, southeastern Califorina, USA, Sedimentology, 1988,35,649-669.
Hedin S A. Journey through the Takla-Makan Desert, Chinese Turkistan. Geography Journal, 1896,8, 264-278.
Hedin S. The central Asian desert, sand dunes and sands, In: Scientific Results of a Journey in Central Asia 1899-1902, 1905, Vol.2, 379-718, Swedish Army Lithographic Institute, Stockholm.
Hendrix M S, Graham S A, Carroll A R, Sobel E R, Mcknight C L, Schulein B J and Wang Z X. Sedimentary record and climatic implications of recurrent deformation in the Tian Shan from Mesozoic strata of the north Tarim,south Junggar, and Turpan basins, North west China Geological Society of America Bulletin, 1992,104:53-79.
Hesp PA. The formation of shadow dunes. Journal of Sedimentology Petrology, 1981,51, 101-112.
Hesp P A and Hastings K. Width, height and slope relationships and aerodynamic maintenance of barchans,Geomorphology, 1998, 22, 193-204.
Horikawa D, Shen H W. Sand movement by wind action. US Army, Corps of Engineers, Beach Erosion Board, Tech.Mema 1960,119.
Hsu S A. Wind stress criterion in eolian sand transport. Journal of Geophysical Research, 1971, 76:8684-8686.
Hsu S A. Computing eolian sand transport from shear velocity measurements. Journal of Geology, 1973, 81:739-743.
Holm D A. Desert morphology on the Arabian Peninsula. Science, 1960,132,1369-1379.
Howard A D. Effect of slope on the threshold of motion and its application to Orientation of wind repples. Geological Society of America, Bulletin, 1977, 88:853-856.
Hotta S, Kubota S, Katoris, et al. Sand transport by wind on a wet sand surface. Proceedings of 19~(th) Coastal Engineering Conference Houston, 1985, 1265-1281.
Iversen J D, Greeley R, White B R, et al. The effect of vertical distortion in the modeling of sediment phenomena: Martian crater wake streaks. Journal of Geophysical Research, 1976, 81: 4846-4856.
Iversen J D, White B R. Saltation threshold on Earth Mars and Venus Sedimentology, 1982, 29:111 -119.
Iversen J D and Rasmussen K R. The effect of surface slope on saltation threshold, Sedimentology, 1994,41,1 721-728.
Iversen J D and Rasmussen K R. The effect of wind speed and bed slope on sand transport, Sedimentology, 1999,46, 723-731.
Jakel D. Die bildung von barchancn in Faya-Largeau/Rep du Tchad. Zeitschrift fur Geomorphologic,1980, 24, 141-159.
Jensen J L, Sorensen M. Estimation of some saltation transport parameters: are-analysis of Williams data. Sedimentology, 1986, 33: 547-555.
Jackson B W T. A new instantaneous Aeolian sand trap design for field use. Sedimentology, 1996, 43:791-796.
Jenings J N. Desert dunes and estuarine fill in the Fitzory Estuary. Catena,1975,2,215-258.
Jose Carlos, O S Horta著,程道远译.撒哈拉西北部公路的设计与建设.世界沙漠研究(公路防沙专辑), 1991.
Kawamura R S. Study of sand movement by wind. Institute of Science and Technology. Tokyo, 1951.95-112.
Kind R J. A critical examination of the requirements of model simulation of wind in duced erosion / deposition phenomena such as snow drifting. Atmospheric Environment, 1976, 10: 219-227.
King D. The sand ridge deserts of south Australia and related Aeolian landforms of the Quaternary arid cycles. Transactions of the Royal Society of South Australia, 1960,83,99-109.
Kutzbach J E, Prell W L, Ruddiman W F. Sensitity of Eurasian Climate to surface uplift of the Tibetan Plateau. J Geol, 1993,101:177～190
Lancaster N. The formation of self dunes from barchans-supporting evidence for Bagnold's model from the Namib Desert. Zeitschrift fur Geomorphologie NF, 1980,24,160-167.
Lancaster N. Dunes on the Skeleton Coast, Namibia (South West Africa): Geomorphology and gain-size relationships, Earth Surface Processes and Landforms. 1982,7, 571-587.
Lancaster N. Variations: in Wind velocity and sand transport on the windward flanks of desert sand dunes. Sedimentology. 1985,32, 581-593.
Lancaster N. Dunes of the Gran Desierto sand sea, Sonora, Mexico, Earth Surface Processes and Landforms. 1987, 12, 277-288.
Lancaster, N. Controls of eolian dune size and spacing. Geology. 1988,16, 972-975.
Lancaster, N. The dynamics of star dunes: an example from the Gran Desierto, Mexico. Sedimentology. 1989,36, 273-289.
Lancaster N. Controls on aelian activity: new perspectives from the Kelso Dunes, Mojave Desert, California Journal of Arid Environments. 1994, 27, 113-124.
Lancaster N. Geomorphology of desert dunes, Routledge. 1995, 290pp.
Lancaster N, Arid Geomorphology. Progress in Physical Geography 1996,20: 97-103.
Lancaster N. Arid Gcomorphology. Progress in Physical Geography. 1997,21,285-290.
Lancaster, N., Dune morphology, chronology, and Quaternary Climatic chang, In: Alsharhan, Glennie, Whittle and Kendall(cd.)Quatemary desert and climatic change. Balkema, Rotterdam. 1998,339-349.
Lancaster N. Gcomorphology of Desert sand Seas. In: Goudie, A. S. et al.(ed.)Aeolian environments, sediments and landforms, John Wiley & Sons, Ltd, Singapore, 1999, 49-70.
Lancaster N and Baas A. Influence of vegetation cover on sand transport by wind: field studies at Owens Lake, California, Earth Surface Processes and Landforms, 1998,23, 69-82.
Lancaster N and Helm P. A test of a climatic index of dune mobility using measurements from the southwestern United States. Earth Surface Processes and Landforms, 2000,25, 197-207.
Lettau K and Lettau H H. Experimental and micro-meteorological field studies of dude migration. In: Lettau Exploring H H, Lettau K. Exploring the world's driest climate. Madison:University Wisconsin, 1978,110-147.
Leatherman S P. Short communication: new aeolian sand trap design Sedimentology, 1978, 25: 303-306.
Lee S J, Park K C, Park C W. Wind tunnel observations about the shelter effect of porous fences on the sand particle movements.Atmospheric Environment,2002,36(9): 1453-1463.
LEI Jiaqiang, WANG Xueqin, WANG De, ZHOU Changhai, XIA XunCheng, The blown sand disaster to the Tarim Desert Highway in Xinjiang, China. science in China(series D), 2002, Vol. 45 Supp. 165-173.
Liu X W, Li S, Shen J Y. Wind tunnel simulation of mountain dunes. Journal of Arid Environments, 1999,42 49-59.
Livingstone I. Geomorphological significance of wind flow patterns over a Namib linear dune, In Nickling (cd.) Aeolian Geomorphology, 1986, 97-112, Boston, Allen and Unwin.
Livingstone I. Monitoring surface change on a Namib linear dune. Earth Surface Processes and Landforms,1989, 14,317-332.
Livingstone I. A decade of surface change on a Namib linear dune. Earth Surface Processes and Landforms, 1993,18, 661-664.
Livingstone I and Warren A. Aeolian geomorphology-an introduction, Addison Wesley Longman Limited, London, 1996, 211pp.
Long J T, Sharp R P. Barchan dune movement in Imperial Valley, California, Bulletin of Geology Society of America, 1964, 79, 149-156.
Mabbutt J A. Aeolian landforms in central Australia. Australian Geographical Studies, 1968,6,139-150.
Mainguet M. Etude comparee des a I'echelle continentate. Bulletin de I'Association de Geographies Francais, 1975, 25, 135-140.
Malnguet M and Callot Y. L'erg de Fachi-Bilma. CNRS Memories et Mocuments, NS 1978,18,184.
Manabe S, Terpstra T B. The effects of mountains of the general circulation of the atmosphere as identified by numerical experiments. J Atmos Sci, 1974,31:3～42.
Marshall J K. Drag measurements roughness arrays of varying density, Agricultural Meteorology 1971,8:269-292.
Mcewan I K, Willetts B B. On the prediction of bed-load sand transport rate in air Sedimentology,1994,41: 1241-1251.
Musick H B, Gillette D A. Field evaluation of relationships between a vegetation Structural parameter and shettering against Wind erosion. Land Degradation and Rehabiltation 1990, 2: 87-94.
Mcewan I K. Bagnold's kink: a physical feature of a wind velocity profile modified by blown sand? Earth Surface Processes and Landforms, 1993, 18: 145-156.
Mckenna Neuman C K, Nickling W G. Momentum extraction With saltation: implications for experimental evaluation of wind profile parameters. Boundary-layer Meteorology, 1994, 68:35-50.
McKenna Neuman, C., Lancaster, N. and Nickling, W. G. Relations between dune morphology air flow, and scdiment flux on reversing dunes, Silver Peak, Nevada. Sedimentology, 1997, 44, 1103-1113.
McKenna Neuman C, Laneaster N, Nickling W G. The effect of unsteady winds on sediment transport on the stoss slope of a transverse dune, Silver Peak, NV, USA. Sedimentology, 2000,47, 211-226.
McKee E and Moriola R J. Geometry and growth of the White Sands dune field, New Mexico. US geological Survey Journal of Research, 1975,3,59-66.
McKee E D. Sedimentary structures in dunes, in McKee(cd. )A study of global sand seas. United States Geological Survey, 1979,83-113.
Mckenna Neoman C, Nickling W G. A theoretical and wind-tunnel investigation of the effect of capillary water on the entrainment of soil by wind. Canadian Journal of Soil Science, 1989, 69:79-96.
M P Tobin 著,程道远译.影响阿联酋公路设计、建设和养护的因素.世界沙漠研究(公路防沙专辑),1991.
Miao T D, Mu Q S, Wu S Z. Computer simulation of Aeolian sand ripples and dunes Physics Letters A, 2001, 288, 16-22.
Momiji H, Carretero-Gonzalez R, Bishop S R and Warren A. Simulation of the effect of wind speedup in the formation of transverse dune fields, Earth Surface Processes and Landforms, 2000,25, 905-918.
Monod R. Majabat al-Khoubra: contribution a I'etude de I'Empy Quarter' outstsaharien Memoires IFAN,1957,52, 406.
Mulligan K R. Velocity profiles on the windward slope of a transverse dune. Earth Surface Processes and Landforms, 1988,13, 573-582.
Newbold D. A desert odyssey of a thousand miles. Sudan Notes and Records, 1924, 7, 43-92, 104-107.
Nickling W Q Ecclestone M. The effects of soluble salts on the threshold shear velocity of fine sand.Sedimentology,1981,28:505-510.
Neuman C M. Particle transport and adjustment of the boundary layer over rough surfaces With an unrestricted,upwind supply of sediment. Geomorphology, 1998,25: 1-17.
Nickling W G The initiation of particle movement by wind. Sedimentology, 1998,35: 499-511.
Norris R M and Norris K. S. Algodones dunes of south-eastern California. Bulletin Geologica Society of America,1961,72,605-620.
Owen P R. Salutation of uniform grains in air. Journal of Fluid Mechanics 1964,20: 225-242.
Papesch A J G Wind tunnel tests to optimize battier spacing and porosity to reduce wind damage inhorticultural shelter systemsJ.Wind Eng.Ind.Aerodyn, 1992,41-44:2631-2642.
Parker S GJ. Observations regarding the movement of barchan sand dunes in the Nazca to Tanaca of southern Peru.Geomorphology, 1999, 27, 279-293.
Passarge S. Die Kalahari, Reimer. Berlin, 1904, 822pp.
Pao, Richarson H F. Fluid Mechanics, John Wiley and Sons, Inc. 1967,502.
Perera M D. Shelter behind two-dimensional solid and porous fences. J.Wind Eng.Ind. 1981.
Plate E J. The drag on smooth flat plate with a fence immersed in its turbulent boundary layer. An ASME publication.No.64-fe-17, 1964.
Raine J K.and Stevenson D C. Wind protection by model fences in a simulated atmospheric boundarylayer.J. Ind.Aerodyn, 1977,2:159-180.
Raupach M R, Gillette D A, Leys J F. The effect of roughness elements on wind erosion threshold. Journal of Geophysical Research, 1993,98(D2): 3023-3029.
Rauoach M R, Thorn A S, Edwards I. A wind tunnel study of turbulent flow close to regularly arrayed roughness surface.Boundary-Layer Meteology, 1980,18:373-393.
Rasmussen K R, Mikkelsen H E. Wind tunnel observations of Aeolian transport rates. Acta Mechanica, Sup-p1.1,1991: 135-144.
Rasmussen K, Sorensen M, Willetts B B. Measurement of Saltation and wind strength on beaches. In Barndoff Nielsen O E, Moller J T, Rasmussen K. R et al. Proceedings of the international workshop on the physics of blown sand. Aarhus: University of Aarhus, 1985, memoir8.
Richardson G M. A permeable windbreak: its effect on the structure of the natural wind. J. Wind Eng.Ind.Aerodyn,1989,32:101-110.
Rolland G Sur les grands dunes de sable du Sahara. Bulletin de la Societe Geologique de France. 1881 Sen,3,10,30-47.
Sharp R P. Kelso dunes, Mohave desert, California, Geological Society of America Bulletin, 1966, 77, 1045-1074.
Sarre R D. Evaluation of aeolian sand transport equations in tertidal zone measurements, Staunton sands, England.Sedimentoiogy. 1988, 35: 671-697.
Schw anghart H. Measurement of contact area, contact pressure and compaction under tires in soft soil. Journal of Terramechanics, 1991,28(4):309-318.
Sharp R P. Wind-driven sand in Coachella valley, California. Geological Society of America, Bulletin, 1964, 75:785-804.
Sorensen M. A analytic model of wind-blown sand transport. Acra Mechanica, 1991, Supp 1.1, 67-82.
Sarre R D. Evaluauon of Aeolian sand transport equations using in tertidal zone measurements, Saunton sands, England. Sedimentology, 1988, 35:671-679.
Sauermann G, Rognon P, Poliakov A, Herrmann H J. The Shape of the barchan dunes of southern Morocco, Geomorphology, 2000, 36, 47-62.
Seginer I. Atmospheric-stability effect on windbreak shelter and drag.Boundary-Layer Meteorol, 1975, 8:383-400.
Simonett D S. Development and grading of dunes in western Kansas. Annals of the Association of American Geographers, 1960,50,216-241.
Singh S. Sand dunes and paiaeoclimate in Fodhpur district, western Rajasthan. Man and Environments,1977,1,7-15.
Smith H T U. Dune morphology and chronology in central and western Nebraska. Journal of Geology, 1965, 73,557-578.
Sorensen M. An analytica 1 model of wind-blown sand transport. Acta Mech, 1991,Suppl. 1, 67-82.
Soresen M and McEwan I K. On the eaffact of mid-air collisions on aeolian saltation, Sedimentology, 1996, 43,65-76.
Stam J M T. On the modeling of two-dimensional aeolian dunes. Sedimentology, 1997,44,127-141.
Stout J E, Zobek T M. Establishing the threshold condition for soil movement in wind-eroding field. In Proceedings of the international conference on air pollution from agricultural operations. Kansas city, MO, 1996, 65-71.
Spies P J, Mcewan I E, Butterfield G R, On wind velocity profile measurements taken in wind tunnels with saltating grains. Sedimentology, 1995, 42: 515-524.
Sherman D J. An equilibrium relationship for shear velocity and apparent roughness length in Aeolian saltation,Geomorphology. 1992, 5: 419-431.
Stetler L D and Gayload D R. Evaluating eolian-climatic influences using a regional climate model from Hanford,Washingston(USA), Geomorphology, 1996,17,99-113.
Svasek J N, Terwindt J H T. Measurements of sand transport by wind on a natural beach. Sedimentology, 1974, 21:311-322.
Thesiger W. A further journey across the Empty Quarter. Geographical Journal, 1949,113, 21-46.
Tomas D S G, Shaw P A. Relict desert dunes systems: interpretation sand problem, J. Arid Environments, 1991,20:1-14.
Tosar H. Desert dunes morphology and dynamics, EI Arish. Zeitshrift fur Geomorphologie, 1974,Suppl., 20,41-61.
Tsoar H. Dynamic processes acting on a longitudinal (seif)dune. Sedimentology, 1983,30, 567-578.
Tsoar H and Moller J T. The role of vegetation in the formation of linear sand dunes, In: Nickling(ed.)Aeolian Geomorphology, Allen and Unwin, Boston, 1986,75-95.
Tsoar H. Linear dunes-forms and formation. Progress in Physical Geography, 1989,13, 507-528.
Twidale C R. Evolution of sand dunes in the simpson Desert central Australia. Transactions of the Institute of British Geographers, 1972,56,97-109.
Ungar J E, Half P K. Steady-state saltation in air. Sedimentology, 1987,34:289-299.
Van Der Wal D. Modelling aeolian sand transport and Morphological development in two beach nourishment areas,Earth Surface Processes and Landforms, 2000,25, 77-92.
Verstappen H T. Aeolian geomorphology of the Thar Desert and palaeoclimates. Zeitshrift fur Geomorphologie, NF Suppl., 1970,10,1-20.
Walker I J. Secondary airflow and sediment transport in the lee of a reversing dune, Earth Surface Processes and Landforrns, 1999,24,437-448.
Wang Y, Dong G Sand sea history of the Taklimakan for the past 30000 years. Geografiska Annaler, 1994, 76A,131-141.
Wang X, Dong Z, Chen G and Han Z. On efficiency of sand-controlling system along the Tarim Desert Highway in Taklimakan Desert, Journal of Chinese Geography, 2000,10,141 -150.
Wang X, Dong Z, Zhang J, Chen T. Geomorphology of the sand dunes in northeast Taklimakan Desert, Geomorphology, in Press,2001.
Wang X M, Dong Z B, Zhang J W, et al. Relations between morphology, air flow, sand flux and particle size on transverse dunes, Taklimakan Sand Sea, China. Earth Surface Processes and Landforms, 2002,5.
Warren A. Dunes in the Tenere Desert. Geographical Journal,1971,137,458-461.
Warren A. Morphology and sediments of the Nebraska Sand Hills in relation to Pleistocene winds and development of eolian bedforms. Journal of Geology, 1976,84,685-700.
Werner B T. Complexity in natural landform patterns. Science, 1999, 284, 102-104.
Willetts B B, Rice M A. Particle dislodgment from flat sand bed by wind. Earth Surface Progress and Landforms,1988, 13.
Williams G Some aspects of the Aeolian saltation load. Sedimentology, 1964,3:257-287.
Wilson I G. Aeolian bedforms-their development and origins. Sedimentlogy,1972, 19, 173-210.
Wilson I G. Ergs. Sedimentology Geology, 1973,10, 77-106.
Whol E E, Hikeda. The effect of roughness configuration on velocity profiles in artificial Channel. Earth Surface Progress and Landforms, 1998, 23: 159-169.
Warren A and Knott P. Desert dunes: a short review of needs in desert dune research and a recent study ofmicro-metcorological dune initiation mechanisms, In Brookfield and Ahlbrandt(ed.) Eolian sediments and Processes, 1983, 343-352, Elsevier, Amsterdam.
Wasson R J, Hyde R. Factors deter mining desert dune types. Nature, 1983, 304: 337-339.
Werner B T. Eolian dunes: computer simulations and attractor interpretation. Geology, 1995, 23, 1107-1110.
Werner B T and Kocurek G Bed-form dynamics: does the tail wag the dog? Geology, 1997, 25, 771-774.
Werner B T and Kocurek G Bedform spacing from defect dynamics. Geology, 1999, 27, 727-730.
Wiggs G F S. Desert dune dynamics and the evaluation of shear velocity: an integrated approach, In Pye, K.(ed.)The dynamics and environmental context of Aeolian sedimentology systems, 1993,37-48, Geological Society of London, Special Paper 72, London.
Wiggs G F S, Livingstone I, Thomas D S G and Bullard J E. Effect of vegetation removal on airflow patterns and dune dynamics in the southwestern Kalahari Desert. Land Degradation and Rehabilitation, 1994,5, 13-24.
Wiggs G F S, Livingstone, Thomas D S G and Bullard J E. Airflow and roughness characteristics over partially vegetated linear dunes in the southwest Kalahari Desert, Earth Surface Processes and Landforms, 1995,21, 19-34.
Wiggs G F S, Livingstone I, Warren A. The role of streamline curvature in sand dune dynamics: evidence form field and wind tunnel measurements, Geomorphology, 1996,17, 29-46.
Willett B B, Rice M A. Collisions in Aeolian transport: the saltation/creep link. In Nickling W G Aeolian Geomor-phology. London: Allenand Unwin, 1986, 1-18.
Willett B B, Rice M A. Inter-sallation collisions. In Barndorff-Nielsen O E, Moller J T, Rasmussen K R, et al.Pro-ceedings of the international workshop on the physics of blown sand. Aarhus:University of Aarhus,1985 Memoir8.
Wippermann F K and Gross G The Wind-induced shaping and migration of an isolated dune: a numerical experiment, Boundary-Layer Meteorology, 1986, 36, 319-334.
White B R, Schulz J C. Magnus effect in saltation. Journal of Fluid Mecchanics, 1977, 81:497-512.
White B R.Two-phase measurements of saltating turbulent boundary layer flow. International Journal of Multi-phase Flow, 1982, 9:459-473.
Williams G Some aspects of the Aeolian saltation load. Sedimentology, 1964,3:257-287.
Werner B T. A steady-state model of wind-blown sand transport. Journal of Geology, 1990, 98:1-17.
White B R. Soil transport by wind on Mars. Journal of Geophysical Research 1979, 84: 4643-4651.
Willetts B B. Transport by the wind of granular material of different grain shapes and densities. Sedimentology,1983, 30: 669-679.
Wolfe S A and Nickling W G The protective role of sparse vegetation in wind erosion, Progress in Physical Geograpgy, 1993,17, 50-68.
Wolfe S A and Nickling W G Shear stress partitioning in sparsely Vegetated desert canopies, Earth Surface Processes and Landforms, 1996,21, 607-620.
Wolfe S A. Impact of increased aridity on sand dune activity in the Canadian Prairies. Journal of Arid Environments,1997, 36, 421-432.
Zhibao D, Guangting C, Xingdong H, Zhiwen H, et al. Controlling blown sand along the highway crossing the Taklimakan Desert. Journal of Arid environments, 57 (2004): 329-344.
Zingg A W. Wind tunnel studies of the movement of sedimentary material. In: Proceedings of the 5~(th) Hydraulics Conf.Bull. 34. Iowa City: Inst. Of Hydraulics, 1953, 111-135.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |