引文
[1]刘东生,孙继敏,吴文祥.中国黄土研究的历史、现状和未来;一次事实与故事相结合的讨论.第四纪研究,2001,21(3):185~207.Liu Tungsheng,Sun Jimin,Wu Wenxiang.Past,present and futureof the Chinese loess research:a discussion on the reality of factsand myth.Quaternary Sciences,2001,21(3):185~207.
[2]刘东生,等.黄土与环境.北京:科学出版社,1985.Liu Tungsheng,et al.Loess and environments.Beijing:SciencePress,1985.
[3]孙建中.黄土学(上篇).香港:香港考古学会出版,2005.Sun Jianzhong.Loessology(Part one).HongKong:HongKong Ar-chaeological Society,2005.
[4]刘东生,等.黄土的物质成分和结构.北京:科学出版社,1966.Liu Tungsheng,et al.Composition and texture of loess.Beijing:Science Press,1966.
[5]丁仲礼,刘东生.中国黄土研究新进展(一):黄土地层.第四纪研究,1989,9(1):24~35.Ding Zhongli,Liu Tungsheng.Progresses of loess research in China(partⅠ):loesstratigraphy.Quaternary Sciences,1989,9(1):24~35.
[6]丁仲礼,刘东生,刘秀铭,等.250万年以来的37个气候旋回.科学通报,1989,34(19):1494~1496.Ding Zhongli,Liu Tungsheng,Liu Xiuming,et al.The 37 climaticcycles in the past 250×104 years.Chinese Science Bulletin,1989,34(19):1494~1496.
[7]孙建中,袁维红,李慧琴.“第四纪”一词之存废及其下界之浅见.第四纪研究,2005,25(6):670~675.Sun Jianzhong,Yuan Weihong,Li Huiqin.“Quaternary”should bereserved or discard,and where is its lower boundary?QuaternarySciences,2005,25(6):670~675.
[8]雷祥义.黄土显微结构类型与物理力学性质指标之间的关系.地质学报,1989,(2):182~190.Lei Xiangyi.The relation between loess micro-texture types andphysical-mechanical parameters.Acta Geologica Sinica,1989,(2):182~190.
[9]岳应利.黄土工程力学性质的变化及控制因素.陕西师范大学学报(自然科学版),2002,30(1):111~115.Yue Yingli.Change of engineering mechanics character of loessand controlling factors.Journal of Shaanxi Normal University(Natu-ral Science Edition),2002,30(1):111~115.
[10]赖天文,何斌.黄土物理力学性质指标的变异性及相关性分析.兰州铁道学院学报(自然科学版),2003,22(6):110~112.Lai Tianwen,He Bin.The variability and correlativity of physicaland mechanical parameter of loess.Journal of Lanzhou Railway U-niversity(Natural Sciences),2003,22(6):110~112.
[11]岳应利.黄土高原西部黄土工程物理性质及其成因.中国沙漠,2004,24(6):680~684.Yue Yingli.Engineering physics property of loess and its causesin western loess plateau.Journal of Desert Research,2004,24(6):680~684.
[12]高国瑞,韩爱民.论中国区域性土的分布和岩土性质的形成.岩土工程学报,2005,27(5):511~515.Gao Guorui,Han Aimin.Distribution of regional soils in Chinaand formation of their special geotechnical properties.ChineseJournal of Geotechnical Engineering,2005,27(5):511~515.
[13]谢定义.黄土力学特性与应用研究的过去、现在与未来.地下空间,1999,(4):273~284.Xie Dingyi.The past,present and future of the research on me-chanical characteristics and application of loess.UndergroundSpace,1999,(4):273~284.
[14]谢定义.试论我国黄土力学研究中的若干新趋向.岩土工程学报,2001,23(1):3~12.Xie Dingyi.Exploration of some new tendencies in research of lo-ess soil mechanics.Chinese Journal of Geotechnical Engineering,2001,23(1):3~12.
[15]谢定义,齐吉琳.土结构性及其定量化参数研究的新途径.岩土工程学报,1999,(6):651~656.Xie Dingyi,Qi Jilin.Soil structure characteristics and new ap-proach in research on its quantitative parameter.Chinese Journalof Geotechnical Engineering,1999,(6):651~656.
[16]张永双,曲永新.万家寨引黄工程大梁段砂黄土的工程地质特性研究.岩土工程学报,2004,26(2):229~233.Zhang Yongshuang,Qu Yongxin.Engineering properties of sand-loess from the Daliang region along the Wanjiazhai water diversionproject.Chinese Journal of Geotechnical Engineering,2004,26(2):229~233.
[17]张永双,曲永新.黄土高原马兰黄土黏土矿物的定量研究.地质论评,2004,50(5):530~537.Zhang Yongshuang,Qu Yongxin.Quantitative research on claymineral composition of the Malan loess from the loess plateau inChina.Geological Review,2004,50(5):530~537.
[18]张永双,曲永新.陕北晋西砂黄土的胶结物与胶结作用的研究.工程地质学报,2005,11(1):18~28.Zhang Yongshuang,Qu Yongxin.Cements of sand loess and theircementation in north Shaanxi and west Shanxi.Journal of Engi-neering Geology,2005,11(1):18~28.
[19]王永焱,林在贯.中国黄土的结构特征与物理力学性质.北京:科学出版社,1990.Wang Yongyan,Lin Zaiguan.Structural features and physical andmechanical properties of Chinese loess.Beijing:Science Press,1990.
[20]段汝文,王峻,李兰.黄土的物理力学指标与黄土易损性分析研究.西北地震学报,1997,19(3):81~85.Duan Ruwen,Wang Jun,Li Lan.On relationship between physicalmechanical indices and vulnerability of loess.Northwestern Seis-mological Journal,1997,19(3):81~85.
[21]段汝文.陇西黄土的强度特性.西北地震学报,1993,15(1):67~71.Duan Ruwen.The strength character of loess in longxi area ofGanSu.North Western Seismological Journal,1993,15(1):67~71.
[22]关文章.湿陷性黄土工程性能新篇.西安:西安交通大学出版社,1992.Guan Wenzhang.New development on engineering features of col-lapsible loess.Xi'an:Xi'an Jiao Tong University Press,1992.
[23]高国瑞.中国黄土微结构.科学通报,1980,25(20):945~948.Gao Guorui.Chinese loess microstructure.Chinese Science.Bulle-tin,1980,25(20):945~948.
[24]高国瑞.黄土显微结构分类与湿陷性.中国科学(A辑),1980,23(12):1203~1208.Gao Guorui.Classification of microstructure and collapsibility ofloess.Science in China(Series A),1980,23(12):1203~1208.
[25]高国瑞.黄土湿陷变形的结构理论.岩土工程学报,1990,12:1~9.Gao Guorui.Structure theory of loess soil deformation.ChineseJournal of Geotechnical Engineering,1990,12:1~9.
[26]沈珠江.关于黄土力学的研究途径[A].中加非饱和土学术研讨会论文集[C],武汉,1994,153~60.Shen Zhujiang.A approach to loess mechanics research.Proceed-ings of the seminar on unsaturated soil in Sino-Canada,Wuhuan,1994,153~60.
[27]骆亚生.中国典型黄土动力特性及其参数的试验分析.西安:西安理工大学出版社,2000.Luo Yashang.Experiment analysis on typical loess dynamic fea-tures and its parameters in China.Xi'an:Xi'an Technology Uni-versity Publishing House,2000.
[28]李云峰.黄土渗透性与孔隙性研究.北京:地质出版社,1994.Li Yunfeng.A study on penetrability and porosity of loess.Bei-jing:Geological Publishing House,1994.
[29]赵景波,童心刚,张晓龙等.陕西长安县杨湾剖面黄土含水条件研究.陕西师范大学学报(自然科学版),2002,30(3):109~113.Zho Jingbo,Tong Xingang,Zhang Xiaolong et al.Moisture contentof loess profile at Yangwan village in Chang'an county of Shaanxiprovince.Journal of Shaanxi Normal University(Natural ScienceEdition),2002,30(3):109~113.
[30]Wang Jianguo.A Micromechanical Structural Analysis of CollapseDeformation of Loess.7th International Conference on ExpansiveSoils,1992.
[31]武孟元,王险峰.绳索取芯钻探施工技术.水科学与工程技术,2006,(3):5~6.Wu Mengyuan,Wang Xianfeag.Construction technology of linecore drilling.Water Sciences and Engineering Technology,2006,(3):5~6.
[32]朱永宜.KZ型单动双管取心钻具的研制与应用.石油钻探技术,2006,34(3):19~22.Zhu Yongyi.Development and application of Kz single rotary anddouble tube core barrel.Petroleum Drilling Techniques,2006,34(3):19~22.
[33]文宝萍.黄土地区典型滑坡预测预报及减灾对策研究.北京:地质出版社,1997.Wen Baoping.Typical loess landslides forecast and countermeas-ures.Beijing:Geological Publishing House,1997.
[34]吴玮江.甘肃省东部滑坡发育规律初探.兰州大学学报,1992.28(增刊):124~130.Wu Weijiang.An approach to developing law in the eastern partof Gansu province.Journal of Lanzhou University,1992.28(supp.):124~130.
[35]王恭先.甘肃省永靖县黄茨滑坡的滑动机理与临滑预报.灾害学,1997,12(3):23~27.。Wang Gongxian.Sliding mechanism and prediction of critical slid-ing of Huangci landslide in Yongjing county,GanSu porovince.Journal of Catastrophology,1997,12(3):23~27.
[36]王家鼎.强震作用下低角度黄土斜坡滑移的复合机理研究.岩土工程学报,2001,23(4):446~450.Wang Jiading.A study on compound mechanism of earthquake-re-lated sliding displacements on gently inclined loess slope.ChineseJournal of Geotechnical Engineering,2001,23(4):446~450.
[37]曲永新,张永双,覃祖淼.三趾马红土与西北黄土高原滑坡.工程地质学报,1999,7(3):257~265.Qu Yongxin,Zhang Yongshuang,Qin Zumiao.Hipparion lateriteand landslide hazards on loess plateau of northwestern China.Journal of Engineering Geology,1999,7(3):257~265.
[38]孙波.陕北黄土滑坡地貌演变分析.铁道工程学报,1999,(1):67~71.Sun Bo.Analysis on development of landform for loess landslidein northern region of shaanxi province.Journal of Railway Engi-neering Society,1999,(1):67~71.
[39]王维升,万鑫.浅议黄土滑坡的分布规律及形成条件.灾害学,2001,16(2):82~86.Wang Weisheng,Wan Xin.Distribution regularity and formingcondition of loess landslide.Journal of Catastrophology,2001,16(2):82~86.
[40]王德耀,杜忠潮,张满社.陕西省泾阳南塬崩塌、滑坡地质灾害及成因分析.水土保持通报,2004,24(4):34~37.Wang Deyao,Du Zhongchao,Zhang Manshe.Geological hazard ofcliff collapse,landslide and their occurrence in southern Jingyangcounty of Shaanxi province.Bulletin of Soil and Water Conserva-tion,2004,24(4):34~37.
[41]文宝萍,王思敬,王恩志等.黄土-红层接触面滑坡的变形特征.地质学报,2005,79(1):144.Wen Baoping,Wang Sijing,Wang Enzhi et al.Deformation featureof the contactsurfacein landslide between loess and red clay.ActaGeologica Sinica,2005,79(1):144.
[42]王志荣,王念秦.黄土滑坡研究现状综述.中国水土保持,2004,(11):16~18.Wang Zhirong Wang Nianqin.A summary of present study on lo-ess landslides.Soil and Water Conservation in China,2004,(11):16~18.
[43]崔中兴,杨作栋.黄土地区滑坡的机理分析及防治对策.水土保持通报,1994,14(6):48~52.Cui Zhongxing,Yang Zuodong.Analysis on deformation mecha-nism of landslide and its prevention strategies in loess plateau.Bulletin of Soil and Water Conservation,1994,14(6):48~52.
[44]Skempton A.W.Residual Strength of clays in landslide,foldedstrata and the laboratory.Geotechnique,London,1985,35(1):3~181.