引文
[1]谭罗荣,孔令伟.特殊岩土工程土质学[M].北京:科学出版社,2006
[2]谢定义.试论我国黄土力学研究中的若干新趋向[J].岩土工程学报,2001,23(1):3-13(Xie Dingyi.Exploration of some new tendencies in research of loesssoil mechanics[J].Chinese Journal of GeotechnicalEngineering,2001,23(1):3-13(in Chinese))
[3]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004,26(1):1-15(Bao Chenggang.Behavior of unsaturated soil and stability of expansivesoil slope[J].Chinese Journal of GeotechnicalEngineering,2004,26(1):1-15(in Chinese))
[4]陈正汉,孙树国,方祥位,等.非饱和土与特殊土测试技术新进展[J].岩土工程学报,2006,28(2):147-169(Chen Zhenghan,Sun Shuguo,Fang Xiangwei,et al.Recent advances of the measuring technology forunsaturated soils and special soils[J].Chinese Journal ofGeotechnical Engineering,2006,28(2):147-169(in Chinese))
[5]马巍,金会军.正在变暖的地球上的多年冻土——2008年第九届国际冻土大会(NICOP)综述[J].冰川冻土,2008,30(5):843-854(Ma Wei,Jin Huijun.Permafrost on a warming planet-summary review of theNinth International Conference on Permafrost in 2008[J].Journal of Glaciology and Geocryology,2008,30(5):843-854(in Chinese))
[6]胡昕,张希宏,刘厚健.盐渍土工程特性的研究现状与展望[J].兰州大学学报:自然科学版,2011,47(S):54-57(Hu Xin,Zhang Xihong,Liu Houjian.Recentdevelopment and prospects of engineering properties ofsaline soils[J].Journal of Lanzhou University:NaturalScience,2011,47(S):54-57(in Chinese))
[7]龚晓南.地基处理手册[M].第3版.北京:中国建筑工业出版社,2008
[8]陈祖煜.土力学经典问题的极限分析上、下限解[J].岩土工程学报,2002,24(1):1-11(Chen Zuyu.Limitanalysis for the classic problems of soil mechanics[J].Chinese Journal of Geotechnical Engineering,2002,24(1):1-11(in Chinese))
[9]葛修润.岩石疲劳破坏的变形控制律、岩土力学试验的实时X射线CT扫描和边坡坝基抗滑稳定分析的新方法[J].岩土工程学报,2008,30(1):1-20(Ge Xiurun.Deformation control law of rock fatigue failure,real-time X-ray CT scan of geotechnical testing,and newmethod of stability analysis of slopes and damfoundations[J].Chinese Journal of GeotechnicalEngineering,2008,30(1):1-20(in Chinese))
[10]朱大勇,钱七虎.三维边坡严格与准严格极限平衡解答及工程应用[J].岩石力学与工程学报,2007,26(8):1513-1528(Zhu Dayong,Qian Qihu.Rigorous andquasi-rigorous limit equilibrium solutions of 3Dslopestability and application to engineering[J].ChineseJournal of Rock Mechanics and Engineering,2007,26(8):1513-1528(in Chinese))
[11]朱大勇,丁秀丽,钱七虎.一般形状边坡三维极限平衡解答[J].岩土工程学报,2007,29(10):1460-1464(ZhuDayong,Ding Xiuli,Qian Qihu.Three-dimensional limitequilibrium solution to generalized-shaped slope stability[J].Chinese Journal of Geotechnical Engineering,2007,29(10):1460-1464(in Chinese))
[12]郑宏.严格三维极限平衡法[J].岩石力学与工程学报,2007,26(8):1529-1537(Zheng Hong.A rigorousthree-dimensional limit equilibrium method[J].ChineseJournal of Rock Mechanics and Engineering,2007,26(8):1529-1537(in Chinese))
[13]郑宏,周创兵.三维边坡稳定性的整体分析法及其工程应用[J].中国科学E辑:技术科学,2009,39(1):23-28
[14]陈祖煜.土质边坡稳定分析——原理.方法.程序[M].北京:中国水利水电出版社,2003(Chen Zuyu.Soil slope stability analysis—theory,methods andprograms[M].Beijing:China WaterPower Press,2003(in Chinese))
[15]邢义川.黄土力学性质研究的发展和展望[J].水力发电学报,2000(4):54-65(Xing Yichuan.Developmentand looking ahead of loess mechanics[J].Journal ofHydroelectric Engineering,2000(4):54-65(in Chinese))
[16]汪国烈.对湿陷性黄土场地地震作用工程影响的几点看法[J].西北地震学报,2007,29(1):96-98(Wang Guolie.Some opinions on effect of engineering under earthquakeaction in site of collapsible loess[J].NorthwesternSeismological Journal,2007,29(1):96-98(in Chinese))
[17]黄雪峰,张广平,姚志华,等.大厚度自重湿陷性黄土湿陷变形特性水分入渗规律及地基处理方法研究[J].岩土力学,2011,32(增2):100-108(Huang Xuefeng,Zhang Guangping,Yao Zhihua,et al.Research ondeformation,permeability regularity and foundationtreatment method of dead-weight collapse loess withheavy section[J].Rock and Soil Mechanics,2011,32(S2):100-108(in Chinese))
[18]黄雪峰,陈正汉,哈双,等.大厚度自重湿陷性黄土中灌注桩承载性状与负摩阻力的试验研究[J].岩土工程学报,2007,29(3):338-346(Huang Xuefeng,ChenZhenghan,Ha Shuang,et al.Research on beatingbehaviors and negative friction force for filling piles inthe site of collapsible loess with big thickness[J].Chinese Journal of Geotechnical Engineering,2007,29(3):338-346(in Chinese))
[19]王兰民,孙军杰,黄雪峰,等.黄土场地震陷时桩基负摩阻力的现场试验研究[J].岩土工程学报,2008,30(3):341-348(Wang Lanmin,Sun Junjie,Huang Xuefeng,etal.Field tests on negative skin friction along pilescaused by seismic settlement of loess[J].ChineseJournal of Geotechnical Engineering,2008,30(3):341-348(in Chinese))
[20]王兰民.黄土动力学[M].北京:地震出版社,2003(Wang Lanmin.Loess dynamics[M].Beijing:Seismological Press,2003(in Chinese))
[21]王恭先.滑坡学与滑坡防治技术[M].北京:中国铁道出版社,2004
[22]徐张建,林在贯,张茂省.中国黄土与黄土滑坡[J].岩石力学与工程学报,2007,26(7):1297-1312(XuZhangjian,Lin Zaiguan,Zhang Maosheng.Loess inChina and loess landslides[J].Chinese Journal of RockMechanics and Engineering,2007,26(7):1297-1312(in Chinese))
[23]谢定义,齐吉琳,张振中.考虑土结构性的本构关系[J].土木工程学报,2000,33(4):35-41(Xie Dingyi,QiJilin,Zhang Zhenzhong.A constitutive laws consideringsoil structural properties[J].China Civil EngineeringJournal,2000,33(4):35-41(in Chinese))
[24]邵生俊,陶虎,许萍.黄土结构性力学特性研究与应用的探讨[J].岩土力学,2011,32(增2):42-50(ShaoShengjun,Tao Hu,Xu Ping.Discussion on research ofmechanical characteristics of loess considering structuralbehavior and its application[J].Rock and SoilMechanics,2011,32(S2):42-50(in Chinese))
[25]沈珠江.二元介质模型在黄土增湿变形分析中的应用[J].水利学报,2005,36(2):129-134(Shen Zhujiang.Application of binary medium model in deformationanalysis of loess during wetting[J].Journal ofHydraulic Engineering,2005,36(2):129-134(inChinese))
[26]陈正汉,方祥位,朱元青,等.膨胀土和黄土的细观结构及其演化规律研究[J].岩土力学,2009,30(1):1-11(Chen Zhenghan,Fang Xiangwei,Zhu Yuanqing,et al.Research on meso-structures and their evolution laws ofexpansive soil and loess[J].Rock and Soil Mechanics,2009,30(1):1-11(in Chinese))
[27]朱元青,陈正汉.原状Q3黄土在加载和湿陷过程中细观结构动态演化的CT-三轴试验研究[J].岩土工程学报,2009,31(8):1219-1228(Zhu Yuanqing,ChenZhenghan.Experimental study on dynamic evolution ofmeso-structure of intact Q3loess during loading andcollapse using CT and triaxial apparatus[J].ChineseJournal of Geotechnical Engineering,2009,31(8):1219-1228(in Chinese))
[28]Chen Zhenghan,Huang Xuefeng,Xing Yichuan,et al.On engineering properties and mechanics theory of loess[C]//Proceedings of the 3rd Asian Conference onUnsaturated Soils.Beijing:Science Press,2007:69-84
[29]邢义川,汪小刚,张爱军,等.非饱和特殊土增湿变形理论及在渠道工程中的应用[R].北京:中国水利水电科学研究院,2009
[30]黄雪峰,李佳,崔红,等.非饱和原状黄土垂直高边坡潜在土压力原位测试试验研究[J].岩土工程学报,2010,32(4):500-506(Huang Xuefen,Li Jia,Cui Hong,etal.Distribution characteristics of earth pressure forunsaturated intact loess[J].Chinese Journal ofGeotechnical Engineering,2010,32(4):500-506(inChinese))
[31]李加贵,陈正汉,黄雪峰,等.原状非饱和Q3黄土的土压力原位测试和强度特性研究[J].岩土力学,2010,31(2):433-440(Li Jiagui,Chen Zhenghan,HuangXuefeng,et al.In-site test on earth pressure andsaturating collapse test for unsaturated loess Q3on highslope[J].Rock and Soil Mechanics,2010,31(2):433-440(in Chinese))
[32]李加贵,陈正汉,黄雪峰,等.Q3黄土侧向卸荷时的细观结构演化及强度特性[J].岩土力学,2010,31(4):1084-1091(Li Jiagui,Chen Zhenghan,Huang Xuefeng.CT-triaxial shear tests on the meso-structure evolutionand strength of unsaturated loess Q3during unloadingconfining pressure[J].Rock and Soil Mechanics,2010,31(4):1084-1091(in Chinese))
[33]焦五一,赵树德,郭志恭,等.弦线模量原理和黄土增湿的计算软件[C]//中国土木工程学会第十届土力学及岩土工程学术会议论文集(上册).重庆:重庆大学出版社,2007:606-614
[34]陈正汉,刘祖典.黄土的湿陷变形机理[J].岩土工程学报,1986,8(2):1-12(Chen Zhenghan,Liu Zudian.Mechanism of collapsible deformation of loess[J].Chinese Journal of Geotechnical Engineering,1986,8(2):1-12(in Chinese))
[35]陈正汉,许镇鸿,刘祖典.关于黄土湿陷的若干问题[J].土木工程学报,1986,19(3):86-94(Chen Zhenghan,XuZhenghong,Liu Zudian.Some problems on thecollapsed of collasible loess[J].China Civil EngineeringJournal,1986,19(3):86-94(in Chinese))
[36]Tan Luorong,Kong Lingwei.Study of swelling-shrinkage regularity of montmorillonite crystal and itsrelation with matric suction[J].Science in China:Series D:Earth Sciences,2001,44(6):498-507
[37]孔令伟,李雄威,郭爱国,等.脱湿速率影响下的膨胀土工程性状与持水特征初探[J].岩土工程学报,2009,31(3):335-340(Kong Lingwei,Li Xiongwei,GuoAiguo,et al.Preliminary study on engineering behaviorsand water retention characteristics of expansive soilunder influence of drying rate[J].Chinese Journal ofGeotechnical Engineering,2009,31(3):335-340(inChinese))
[38]冯欣,孔令伟,郭爱国.不均匀收缩方式对膨胀土工程性状影响试验研究[J].岩土力学,2009,30(增2):208-213(Feng Xin,Kong Lingwei,Guo Aiguo.Experimental study of impact of non-uniform shrinkageon engineering behaviors of expansive soil[J].Rock andSoil Mechanics,2009,30(S2):208-213(in Chinese))
[39]李雄威,郭爱国,孔令伟,等.吸湿速率对膨胀土工程性状影响的分析[J].湖南大学学报:自然科学版,2008,35(11):154-157(Li Xiongwei,Guo Aiguo,KongLingwei,et al.Preliminary analysis of expansive soilengineering behavior considering the effect of wettingrate[J].Journal of Hunan University:Natural SciencesEdition,2008,35(11):154-157(in Chinese))
[40]谢云,陈正汉,孙树国,等.重塑膨胀土的三向膨胀力试验研究[J].岩土力学,2007,28(8):1636-1642(XieYun,Chen Zhenghan,Sun Shuguo,et al.Test researchon three-dimensional swelling pressure of remoldedexpansive clay[J].Rock and Soil Mechanics,2007,28(8):1636-1642(in Chinese))
[41]姚志华,陈正汉,朱元青,等.膨胀土在湿干循环和三轴浸水过程中细观结构变化的试验研究[J].岩土工程学报,2010,32(1):68-76(Yao Zhihua,Chen Zhenghan,Zhu Yuanqing,et al.Meso-structural change ofremolded expansive soils during wetting-drying cyclesand triaxial soaking tests[J].Chinese Journal ofGeotechnical Engineering,2010,32(1):68-76(in Chinese))
[42]Kong Lingwei,Guo Aiguo.Bearing strength andswelling behavior of Jingmen expansive soil[J].RoadMaterials and Pavement Design,2011,12(2):441-450
[43]孔令伟,郭爱国,陈善雄,等.膨胀土的承载强度特征与机制[J].水利学报,2004,35(11):54-61(KongLingwei,Guo Aiguo,Chen Shanxiong,et al.Characteristics and mechanism of bearing strength ofexpansive soils[J].Journal of Hydraulic Engineering,2004,35(11):54-61(in Chinese))
[44]谭罗荣,孔令伟.膨胀土的强度特性研究[J].岩土力学,2005,26(7):1009-1013(Tan Luorong,KongLingwei.Study on strength bebavior of expansive soil[J].Rock and Soil Mechanics,2005,26(7):1009-1013(in Chinese))
[45]龚壁卫,周小文,周武华.干-湿循环过程中吸力与强度关系研究[J].岩土工程学报,2006,28(2):207-209(Gong Biwei1,Zhou Xiaowen,Zhou Wuhua.Test onsuction and strength of expansive soil in a desorption-absorption cycle of moisture[J].Chinese Journal ofGeotechnical Engineering,2006,28(2):207-209(inChinese))
[46]李雄威,孔令伟,郭爱国,等.考虑水化状态影响的膨胀土强度特性[J].岩土力学,2008,29(12):3193-3198(Li Xiongwei,Kong Lingwei,Guo Aiguo,et al.Strengthcharacteristics of expansive soil considering effect ofhydrous state[J].Rock and Soil Mechanics,2008,29(12):3193-3198(in Chinese))
[47]罗冲,殷坤龙,周春梅,等.膨胀土在不同约束状态下的试验研究[J].岩土力学,2007,28(3):635-638(LuoChong,Yin Kunlong,Zhou Chunmei,et al.Testingstudy on expansive soil in different restrained conditions[J].Rock and Soil Mechanics.2007,28(3):635-638(in Chinese))
[48]詹良通,吴宏伟.吸力对非饱和膨胀土抗剪强度及剪胀特性的影响[J].岩土工程学报,2007,29(1):82-87(Zhan Liangtong,Ng Charles W W.Effect of suction onshear strength and dilatancy of an unsaturated expansiveclay[J].Chinese Journal of Geotechnical Engineering,2007,29(1):82-87(in Chinese))
[49]徐彬,殷宗泽,刘述丽.膨胀土强度影响因素与规律的试验研究[J].岩土力学,2011,32(1):44-50(Xu Bin,Yin Zongze,Liu Shuli.Experimental study of factorsinfluencing expansive soil strength[J].Rock and SoilMechanics,2011,32(1):44-50(in Chinese))
[50]孔令伟,周葆春,白颢,等.荆门非饱和膨胀土的变形与强度特性试验研究[J].岩土力学,2010,31(10):3036-3042(Kong Lingwei,Zhou Baochun,Bai Hao,et al.Experimental study of deformation and strengthcharacteristics of Jingmen unsaturated expansive soil[J].Rock and Soil Mechanics,2010,31(10):3036-3042(in Chinese))
[51]沈珠江.理论土力学[M].北京:中国水利水电出版社,2000(Shen Zhujiang.Theoretical soil mechanics[M].Beijing:China WaterPower Press,2000(in Chinese))
[52]卢肇钧.非饱和土抗剪强度的探索研究[J].中国铁道科学,1999,20(2):10-16(Lu Zhaojun.Explorations onthe suctional shear strength of unsaturated soils[J].China Railway Science,1999,20(2):10-16(inChinese))
[53]杨庆,张慧珍,栾茂田.非饱和膨胀土抗剪强度的试验研究[J].岩石力学与工程学报,2004,23(3):420-425(Yang Qing,Zhang Huizhen,Luan Maotian.Testingstudy on shear streangth of unsaturated expansive soils[J].Chinese Journal of Rock Mechanics andEngineering,2004,23(3):420-425(in Chinese))
[54]陈伟,孔令伟,郭爱国,等.吸力对弱膨胀土强度贡献的试验研究与预测分析[J].岩土力学,2008,29(7):1783-1787(Chen Wei,Kong Lingwei,Guo Aiguo,et al.Experimental study and predictive analysis ofcontribution of matrix suction to shear strength of weakexpansive soil[J].Rock and Soil Mechanics,2008,29(7):1783-1787(in Chinese))
[55]孔令伟,陈建斌,郭爱国,等.大气作用下膨胀土边坡的现场响应试验研究[J].岩土工程学报,2007,29(7):1065-1073(Kong Lingwei,Chen Jianbin,Guo Aiguo,etal.Field response tests on expansive soil slopes underatmosphere[J].Chinese Journal of GeotechnicalEngineering,2007,29(7):1065-1073(in Chinese))
[56]陈建斌,孔令伟,郭爱国,等.大气作用下膨胀土边坡的动态响应数值模拟[J].水利学报,2007,38(6):674-682(Chen Jianbin,Kong Lingwei,Guo Aiguo,et al.Numerical simulation of dynamic response of expansivesoil slope to atmospheric conditions[J].Journal ofHydraulic Engineering,2007,38(6):674-682(inChinese))
[57]李雄威,孔令伟,冯欣,等.非饱和膨胀土裂隙扩展性状与工程效应分析[J].武汉理工大学学报,2009,31(6):75-80(Li Xiongwei,Kong Lingwei,Feng Xin,et al.Fissure propagation behavior and engineering effects ofunsaturated expansive soil[J].Journal of WuhanUniversity of Technology,2009,31(6):75-80(inChinese))
[58]张家俊.干湿循环下膨胀土裂隙、体变与渗透特性研究[D].广州:华南理工大学,2010(Zhang Jiajun.Study ofthe fissures,volume change and permeability ofexpansive soil under wetting and drying cycles[D].Guangzhou:South China University of Technology,2010(in Chinese))
[59]袁俊平.非饱和膨胀土的裂隙概化模型与边坡稳定研究[D].南京:河海大学,2003(Yuan Junping.Generalizedmodel of fissures distribution&slope stability analysisfor unsaturated expansive soils[D].Nanjing:HohaiUniversity,2003(in Chinese))
[60]卢再华,陈正汉,曹继东.原状膨胀土的强度变形特性及其本构模型研究[J].岩土力学,2001,22(3):339-342(Lu Zaihua,Chen Zhenghan,Cao Jidong.A studyon the strength and deformation characteristics and theconstitutive model of natural expansive soils[J].Rockand Soil Mechanics,2001,22(3):339-342(in Chinese))
[61]卢再华,陈正汉,蒲毅彬.膨胀土干湿循环胀缩裂隙演化的CT试验研究[J].岩土力学,2002,23(4):417-422(Lu Zaihua,Chen Zhenghan,Pu Yibin.A CT studyon the crack evolution of expansive soil during dryingand wetting cycles[J].Rock and Soil Mechanics,2002,23(4):417-422(in Chinese))
[62]陈正汉,周海清,Fredlund D G.非饱和土的非线性模型及其应用[J].岩土工程学报,1999,21(5):603-608(Chen Zhenghan,Zhou Haiqing,Fredlund D G.Nonlinear model for unsaturated soils and its application[J].Chinese Journal of Geotechnical Engineering,1999,21(5):603-608(in Chinese))
[63]谢云,陈正汉,李刚.考虑温度影响的重塑非饱和膨胀土非线性本构模型[J].岩土力学,2007,28(9):1937-1942(Xie Yun,Chen Zhenghan,Li Gang.Thermo-nonlinear model for unsaturated expansive soils[J].Rockand Soil Mechanics,2007,28(9):1937-1942(inChinese))
[64]卢再华,陈正汉,方祥位,等.非饱和膨胀土的结构损伤模型及其在土坡多场耦合分析中的应用[J].应用数学和力学,2006,27(7):781-788(Lu Zaihua,ChenZhenghan,Fang Xiangwei,et al.Structural damagemodel of unsaturated expansive soil and its application inmulti-field couple analysis on expansive soil slope[J].Applied Mathematics and Mechanics,2006,27(7):781-788(in Chinese))
[65]曹雪山.非饱和膨胀土的弹塑性本构模型研究[J].岩土工程学报,2005,27(7):832-836(Cao Xueshan.Elastoplastic constitutive model of unsaturated expansivesoils[J].Chinese Journal of Geotechnical Engineering,2005,27(7):832-836(in Chinese))
[66]Wheeler S J,Sharma R S,Buisson M.Coupling ofhydraulic hysteresis and stress-strain behaviour inunsaturated soils[J].Geotechnique,2003,53(1):41-54
[67]缪林昌.非饱和土的本构模型研究[J].岩土力学,2007,28(5):855-860(Miao Linchang.Research ofconstitutive model of unsaturated soils[J].Rock and SoilMechanics,2007,28(5):855-860(in Chinese))
[68]Sun D,Sheng D,Sloan S W.Elastoplastic modelling ofhydraulic and stress-strain behaviour of unsaturated soils[J].Mechanics of Materials,2007,39(3):212-221
[69]Sun D A,Sheng D,Xiang L,et al.Elastoplasticprediction of hydro-mechanical behaviour of unsaturatedsoils under undrained conditions[J].Computers andGeotechnics,2008,35(6):845-852
[70]Wei C F,Dewoolkar M M.Formulation of capillaryhysteresis with internal state variables[J].WaterResources Research,2006,42(7):1-16
[71]孙德安,孙文静,孟德林.膨胀性非饱和土水力和力学性质的弹塑性模拟[J].岩土工程学报,2010,32(10):1505-1512(Sun De’an,Sun Wenjing,Meng Delin.Elastoplastic modelling of hydraulic and mechanicalbehaviour of unsaturated expansive soils[J].ChineseJournal of Geotechnical Engineering,2010,32(10):1505-1512(in Chinese))
[72]武明,严园.用封闭法填筑弱膨胀土路堤技术[C]//膨胀土处治理论、技术与实践.北京:人民交通出版社,2004:316-324
[73]杨果林,刘义虎,黄向京.膨胀土处治理论与工程建造新技术[M].北京:人民交通出版社,2008
[74]王年香,顾荣伟,章为民,等.膨胀土中单桩性状的模型试验研究[J].岩土工程学报,2008,30(1):56-60(Wang Nianxiang,Gu Rongwei,Zhang Weimin,et al.Model tests on behaviour of single pile in expansive soil[J].Chinese Journal of Geotechnical Engineering,2008,30(1):56-60(in Chinese))
[75]王年香,章为民,顾行文,等.膨胀土挡墙侧向膨胀压力研究[J].水利学报,2008,39(5):580-587(WangNianxiang,Zhang Weimin,Gu Xingwen,et al.Lateralswelling pressure of expansive soil acting on retainingwall due to inundation[J].Journal of HydraulicEngineering,2008,39(5):580-587(in Chinese))
[76]汪明元.土工格栅与膨胀土的界面特性及加筋机理研究[D].杭州:浙江大学,2009(Wang Mingyuan.Research on the Behaviors at interface between geogridsand expansive soils and the reinforcement mechanism[D].Hangzhou:Zhejiang University,2009(in Chinese))
[77]陈生水,郑澄锋,王国利.膨胀土边坡长期强度变形特性和稳定性研究[J].岩土工程学报,2007,29(6):795-799(Chen Shengshui,Zheng Chengfeng,Wang Guoli.Researches on long-term strength deformationcharacteristics and stability of expansive soil slopes[J].Chinese Journal of Geotechnical Engineering,2007,29(6):795-799(in Chinese))
[78]徐光明,王国利,顾行文,等.雨水入渗与膨胀性土边坡稳定性试验研究[J].岩土工程学报,2006,28(2):270-273(Xu Guangming,Wang Guoli,Gu Xingwen,etal.Centrifuge modeling for instability of excavated slopein expansive soil due to water infiltration[J].ChineseJournal of Geotechnical Engineering,2006,28(2):270-273(in Chinese))
[79]杨海鸣,宫全美,周顺华.膨胀土地区铁路路基拼接离心试验分析[J].郑州大学学报:工学版,2008,29(1):110-114(Yang Haiming,Gong Quanmei,ZhouShunhua.The analysis of centrifugal modeling test ofrailway bed conjunction to expansive soil[J].Journal ofZhengzhou University:Engineering Science Edition,2008,29(1):110-114(in Chinese))
[80]程永辉,李青云,龚壁卫,等.膨胀土渠坡处理效果的离心模型试验研究[J].长江科学院院报,2009,26(11):42-46,51(Cheng Yonghui,Li Qingyun,Gong Biwei,etal.Research of centrifuge modeling test on expansiveclay slopes treatment effects[J].Journal of YangtzeRiver Scientific Research Institute,2009,26(11):42-46,51(in Chinese))
[81]詹良通,吴宏伟,包承纲,等.降雨入渗条件下非饱和膨胀土边坡原位监测[J].岩土力学,2003,24(2):151-158(Zhen Liangtong,Ng Charles W W,BaoChenggang,et al.Artificial rainfall infiltration tests on awell-instrumented unsaturated expansive soil slope[J].Rock and Soil Mechanics,2003,24(2):151-158(in Chinese))
[82]黄绍铿,柯尊敬,范秋雁,等.天然膨胀土边坡现场气象、吸力、含水量、土层变形综合观测[C]//中加非饱和土学术研讨会论文集.武汉:中国土木工程学会土力学与基础工程分会,1994
[83]龚壁卫,包承纲,刘艳华,等.膨胀土边坡的现场吸力量测[J].土木工程学报,1999,32(1):9-13(Gong Biwei,Bao Chenggang,Liu Yanhua,et al.Observation of thesuction in expansive soils slope[J].China CivilEngineering Journal,1999,32(1):9-13(in Chinese))
[84]王钊,龚壁卫,包承纲.鄂北膨胀土坡基质吸力的量测[J].岩土工程学报,2001,23(1):64-67(Wang Zhao,Gong Biwei,Bao Chenggang.Measurement of matrixsuction of expansive soil slope in Northern Hubei[J].Chinese Journal of Geotechnical Engineering,2001,23(1):64-67(in Chinese))
[85]吴礼舟,黄润秋.膨胀土开挖边坡吸力和饱和度的研究[J].岩土工程学报,2005,27(8):970-973(WuLizhou,Huang Runqiu.Study on suction and saturationof excavated expansive soil slope[J].Chinese Journal ofGeotechnical Engineering,2005,27(8):970-973(in Chinese))
[86]李雄威,孔令伟,郭爱国.膨胀土堑坡雨水入渗速率的影响因素与相关性分析[J].岩土力学,2009,30(5):1291-1296(Li Xiongwei,Kong Lingwei,Guo Aiguo.Effects and correlation analysis of infiltration velocity ofexpansive soil cut slope[J].Rock and Soil Mechanics,2009,30(5):1291-1296(in Chinese))
[87]李雄威,孔令伟,郭爱国.气候影响下膨胀土工程性质的原位响应特征试验研究[J].岩土力学,2009,30(7):2069-2074(Li Xiongwei,Kong Lingwei,Guo Aiguo.Field response characteristic test of expansive soilengineering behavior under effect of atmosphere[J].Rock and Soil Mechanics,2009,30(7):2069-2074(in Chinese))
[88]李雄威,孔令伟,郭爱国.膨胀土堑坡变形的湿热耦合效应及其与降雨历时的关系[J].公路交通科技,2009,26(7):1-6(Li Xiongwei,Kong Lingwei,Guo Aiguo.Moisture-heat coupling effect of expansive soil cut slopedeformation and relationship between deformation andraining time[J].Journal of Highway andTransportation Research and Development,2009,26(7):1-6(in Chinese))
[89]姚海林,郑少河,李文斌,等.降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究[J].岩石力学与工程学报,2002,21(7):1034-1039(Yao Hailin,Zheng Shaohe,LiWenbin,et al.Parametric study on the effect of raininfiltration on stability of unsaturated expansive soilslope[J].Chinese Journal of Rock Mechanics andEngineering,2002,21(7):1034-1039(in Chinese))
[90]王文生,谢永利,梁军林.膨胀土路堑边坡的破坏型式和稳定性[J].长安大学学报:自然科学版,2005,25(1):20-24(Wang Wensheng,Xie Yongli,LiangJunlin.Classification of expansive clay slope on roadcutting[J].Journal of Chang’an University:NaturalScience Edition,2005,25(1):20-24(in Chinese))
[91]黄润秋,吴礼舟.非饱和膨胀土边坡稳定性分析[J].地学前缘,2007,14(6):129-133(Huang Runqiu,WuLizhou.Stability analysis of unsaturated expansive soilslope[J].Earth Science Frontiers,2007,14(6):129-133(in Chinese))
[92]殷宗泽,徐彬.反映裂隙影响的膨胀土边坡稳定性分析[J].岩土工程学报,2011,33(3):454-459(YinZongze,Xu Bin.Slope stability of expansive soil underfissure influence[J].Chinese Journal of GeotechnicalEngineering,2011,33(3):454-459(in Chinese))
[93]陈铁林,米占宽,陈生水.膨胀土路基变形的数值模拟[J].岩土力学,2005,26(增):137-140(Chen Tielin,Mi Zhankuan,Chen Shengshui.Numerical simulation ofdeformation of expansive soil roadbed[J].Rock and SoilMechanics,2005,26(S):137-140(in Chinese))
[94]刘观仕,孔令伟,郭爱国,等.大气影响下膨胀土包边路堤变形性状研究[J].岩土力学,2007,28(7):1397-1401(Liu Guanshi,Kong Lingwei,Guo Aiguo,et al.Deformation behaviors of medium expansive soilembankment covered by lime-treated soils subjected toweather influence[J].Rock and Soil Mechanics,2007,28(7):1397-1401(in Chinese))
[95]汪明元,徐晗,杨洪,等.非饱和膨胀土边坡破坏机理与稳定性分析[J].南水北调与水利科技,2008,6(1):151-153,158(Wang Mingyuan,Xu Han,Yang Hong,et al.Analysis methods of unsaturated expansive soilsslope[J].South-to-North Water Transfers and WaterScience&Technology,2008,6(1):151-153,158(inChinese))
[96]黄润秋,吴礼舟,胡瑞林.膨胀土路堑边坡的滑坡机理分析[J].地质学报,2007,81(11):1578-1583(HuangRunqiu,Wu Lizhou,Hu Ruilin.Mechanical analysis ofcut slope failures in expansive soil areas[J].ActaGeologica Sinica,2007,81(11):1578-1583(inChinese))
[97]李雄威.膨胀土湿热耦合性状与路堑边坡防护机理研究[D].武汉:中国科学院武汉岩土力学研究所,2008(Li Xiongwei.Study on the moisture-heat couplingbehavior of expansive soil and the mechanism of cutslope protection[D].Wuhan:Institute of Rock and SoilMechanics,Chinese Academy of Sciences,2008(inChinese))
[98]蔡剑韬,汪明元,周小文,等.吸湿条件下土工格栅加筋膨胀土边坡稳定分析[J].人民长江,2008,39(11):84-88
[99]梅国雄,张帆,韦杰,等.抗滑桩加固膨胀土滑坡的有限元湿化分析[J].江苏科技大学学报:自然科学版,2010,24(2):130-133(Mei Guoxiong,Zhang Fan,WeiJie,et al.Analysis of the expansive soil slope on ant-islide pile with finite element method[J].Journal ofJiangsu University of Science and Technology:NaturalScience Edition,2010,24(2):130-133(in Chinese))
[100]龚晓南.地基处理技术发展与展望[M].北京:中国水利水电出版社,知识产权出版社,2004:448-465
[101]刘观仕,孔令伟,陈善雄.襄荆高速公路膨胀土路堤填筑施工工艺试验研究[J].岩土力学,2003,24(6):961-964(Liu Guanshi,Kong Lingwei,ChenShanxiong.Construction technique tests onembankment built with mid-expansive soil for Xiang-Jing expressway[J].Rock and Soil Mechanics,2003,24(6):961-964(in Chinese))
[102]孔令伟,张世飚,郭爱国,等.膨胀土路堤分层交错填筑处治效果原位试验研究[C]//第三届全国公路科技创新高层论坛论文集.上卷.北京:人民交通出版社,2006:37-43
[103]胡明鉴,孔令伟,郭爱国,等.基于强度分区的膨胀土路堤稳定性及土工格栅处治效果分析[J].岩土力学,2007,28(9):1861-1865(Hu Mingjian,Kong Lingwei,Guo Aiguo,et al.Expansive soil embankment stabilityand geogrid treatment effect analysis with strengthzoning method[J].Rock and Soil Mechanics,2007,28(9):1861-1865(in Chinese))
[104]郭爱国,孔令伟,胡明鉴,等.石灰稳定均匀级配砾石土的路用性能试验研究[J].岩石力学与工程学报,2005,24(增2):5641-5647(Guo Aiguo,KongLingwei,Hu Mingjian,et al.On the pavementperformance test of stabilized uniformly-graded gravelsoil with lime[J].Chinese Journal of Rock Mechanicsand Engineering,2005,24(S2):5641-5647(inChinese))
[105]程展林,李青云,郭熙灵,等.膨胀土边坡稳定性研究[J].长江科学院院报,2011,28(10):102-111(ChengZhanlin,Li Qingyun,Guo Xiling,et al.Study on thestability of expansive soil slope[J].Journal of YangtzeRiver Scientific Research Institute,2011,28(10):102-111(in Chinese))
[106]杨永平,周顺华.合-宁客运专线膨胀土不同高度路堤动力特性分析[J].岩土力学,2008,29(5):1403-1406(Yang Yongping,Zhou Shunhua.Analysis of vibrationcharacter of expansive soil embankments with differentheights of He-Ning High-speed Railway[J].Rock andSoil Mechanics,2008,29(5):1403-1406(in Chinese))
[107]白颢,孔令伟.固结比对石灰土动力特性的影响试验研究[J].岩土力学,2009,30(6):1590-1594(Bai Hao,Kong Lingwei.Experimental research on influence ofconsolidation ratio on dynamic characteristics of lime-treated soil[J].Rock and Soil Mechanics,2009,30(6):1590-1594(in Chinese))
[108]兰常玉,薛鹏,周俊英.粉煤灰改良膨胀土的动强度试验研究[J].防灾减灾工程学报,2010,30(增1):79-81
[109]顾安全,高岱,楚华栋.区域性土[C]//中国土木工程学会第七届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1994:8-18
[110]谈云志.压实红黏土的工程特征与湿热耦合效应研究[D].武汉:中国科学院武汉岩土力学研究所,2009(Tan Zhiyun.Study on engineering characteristics andmoisture-heat coupling effect of compacted laterite soil[D].Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2009(in Chinese))
[111]Kong L W,Guo A G,Zhao Y W,et al.Influence ofmoisture content on porosity features of red clay[C]//Proceedings of an International Symposium onAdvanced Experimental Unsaturated Soil Mechanics.Leiden:A.A.Balkema Publishers,2005:419-424
[112]谈云志,孔令伟,郭爱国,等.压实过程对红黏土的孔隙分布影响研究[J].岩土力学,2010,31(5):1427-1430(Tan Yunzhi,Kong Lingwei,Guo Aiguo,et al.Research on effect of compaction on pore sizedistribution of laterite soil[J].Rock and SoilMechanics,2010,31(5):1427-1430(in Chinese))
[113]崔德山,项伟.ISS加固红色黏土的孔隙分布试验研究[J].岩土力学,2010,31(10):3096-3100(Cui Deshan,Xiang Wei.Pore diameter distribution test of red claytreated with ISS[J].Rock and Soil Mechanics,2010,31(10):3096-3100(in Chinese))
[114]熊探宇,张永双,曲永新,等.滇西北红黏土的工程地质特性及其灾害效应[J].地质通报,2008,27(11):1894-1899(Xiong Tanyu,Zhang Yongshuang,QuYongxin,et al.Engineering geological characteristicand geohazard effects of red clay in northwesternYunnan,China[J].Geological Bulletin of China,2008,27(11):1894-1899(in Chinese))
[115]赵颖文,孔令伟,郭爱国,等.广西原状红黏土力学性状与水敏性特征[J].岩土力学,2003,24(4):568-572(Zhao Yingwen,Kong Lingwei,Guo Aiguo,et al.Mechanical behaviors and water-sensitive properties ofintact Guangxi laterite[J].Rock and Soil Mechanics,2003,24(4):568-572(in Chinese))
[116]赵颖文,孔令伟,郭爱国,等.广西红黏土击实样强度特性与胀缩性能[J].岩土力学,2004,25(3):369-373(Zhao Yingwen,Kong Lingwei,Guo Aiguo,et al.Strength properties and swelling-shrinkage behaviors ofcompacted lateritic clay in Guangxi[J].Rock and SoilMechanics,2004,25(3):369-373(in Chinese))
[117]赵颖文,孔令伟,郭爱国,等.典型红黏土与膨胀土的对比试验研究[J].岩石力学与工程学报,2004,23(15):2593-2598(Zhao Yingwen,Kong Lingwei,GuoAiguo,et al.Comparative laboratory study on typicalred clay and expansive soil[J].Chinese Journal ofRock Mechanics and Engineering,2004,23(15):2593-2598(in Chinese))
[118]黄质宏,朱立军,廖义玲,等.裂隙发育红黏土力学特征研究[J].工程勘察,2004(4):9-12,38(HuangZhihong,Zhu Lijun,Liao Yiling,et al.Study onmechanical properties of red clay with will-developedfissures[J].Geotechnical Investigation&Surveying,2004(4):9-12,38(in Chinese))
[119]黄质宏,朱立军,廖义玲,等.不同应力路径下红黏土的力学特性[J].岩石力学与工程学报,2004,23(15):2599-2603(Huang Zhihong,Zhu Lijun,Liao Yiling,etal.Mechanical properties of red clay under differentstress paths[J].Chinese Journal of Rock Mechanicsand Engineering,2004,23(15):2599-2603(in Chinese))
[120]钱征宇.红黏土地区铁路工程的主要技术问题及其对策[J].中国铁路,2007(2):41-45(Qian Zhengyu.Themain technical problems and the countermeasures ofrailway projects in red clay area[J].Chinese Railways,2007(2):41-45(in Chinese))
[121]谈云志,孔令伟,郭爱国,等.压实红黏土水分传输的毛细效应与数值模拟[J].岩土力学,2010,31(7):2289-2294(Tan Yunzhi,Kong Lingwei,Guo Aiguo,etal.Capillary effect of moisture transfer and itsnumerical simulation of compacted laterite soil[J].Rock and Soil Mechanics,2010,31(7):2289-2294(in Chinese))
[122]谈云志,孔令伟,郭爱国,等.压实红黏土的湿化变形试验研究[J].岩土工程学报,2011,33(3):483-489(Tan Yunzhi,Kong Lingwei,Guo Aiguo,et al.Experimental study on wetting deformation ofcompacted laterite[J].Chinese Journal of GeotechnicalEngineering,2011,33(3):483-489(in Chinese))
[123]欧孝夺,吴恒,周东.广西红黏土和膨胀土热力学特性的比较研究[J].岩土力学,2005,26(7):1068-1072(Ou Xiaoduo,Wu Heng,Zhou Dong.Comparativestudy on thermodynamics characteristics of red clay andexpansive soils in Guangxi[J].Rock and SoilMechanics,2005,26(7):1068-1072(in Chinese))
[124]Bai Wei,Kong Lingwei,Guo Aiguo.Experimentalinvestigation and sensitivity analysis for the effects offracture parameters to the conductance properties oflaterite[C]//Proceedings of the World Academy of Science,Engineering and Technology,2010:793-799
[125]柏巍,孔令伟,郭爱国,等.红黏土地基承载力和变形参数的空间分布特征分析[J].岩土力学,2010,31(增2):164-169(Bai Wei,Kong Lingwei,Guo Aiguo,etal.Research on distribution characteristics of bearingcapacities and deformation parameters of laterite ground[J].Rock and Soil Mechanics,2010,31(S2):164-169(in Chinese))
[126]柏巍,万智.红黏土地区地基承载力的可拓综合评测方法[J].公路,2010(7):85-90(Bai Wei,Wan Zhi.Extension comprehensive prediction method forevaluation of subgrade bearing capacity of red clay area[J].Highway,2010(7):85-90(in Chinese))
[127]廖义玲,贺珺,秦刚,等.中国南方红黏土工程属性的变化规律[J].贵州科学,2008,26(4):53-58(LiaoYiling,He Jun,Qin Gang,et al.The changing law ofengineering characteristics of red clay in south China[J].Guizhou Science,2008,26(4):53-58(in Chinese))
[128]谈云志,孔令伟,郭爱国,等.红黏土路基填筑压实度控制指标探讨[J].岩土力学,2010,31(3):851-855(Tan Yunzhi,Kong Lingwei,Guo Aiguo,et al.Discussion on the compaction degree index of subgradefilled with laterite[J].Rock and Soil Mechanics,2010,31(3):851-855(in Chinese))
[129]Chen Z Y,Yin J H,Wang Y J.The three-dimensionalslope stability analysis:recent advances and a forwardlook[C]//Advances in Earth Structures:Research toPractice.New York:ASCE,2006:1-42
[130]殷建华,陈健,李焯芬.考虑孔隙水压力的土坡稳定性的刚体有限元上限分析[J].岩土工程学报,2003,25(3):273-277(Yin Jianhua,Chen Jian,Lee C F.Arigid finite element method for upper bound limitanalysis of soil slopes subjected to pore water pressure[J].Chinese Jounal of Geotechnical Engineering,2003,25(3):273-277(in Chinese))
[131]孙平.基于非相关联流动法则的三维边坡稳定极限分析[D].北京:中国水利水电科学研究院,2005(SunPing.A 3-D limit analysis method for slope stabilityconsidering the non-associated flow rule[D].Beijing:China Institute of Water Resources and HydropowerResearch,2005(in Chinese))
[132]郑宏,李春光,李焯芬,等.求解安全系数的有限元法[J].岩土工程学报,2002,24(5):626-628(ZhengHong,Li Chunguang,Lee C F,et al.Finite elementmethod for solving the factor of safety[J].ChineseJounal of Geotechnical Engineering,2002,24(5):626–628(in Chinese))
[133]郑颖人,赵尚毅,孔位学,等.极限分析有限元法讲座——Ⅰ岩土工程极限分析有限元法[J].岩土力学,2005,26(1):163-168(Zheng Yingren,Zhao Shangyi,Kong Weixue,et al.Geotechnical engineering limitanalysis using finite element method[J].Rock and SoilMechanics,2005,26(1):163-168(in Chinese))
[134]赵尚毅,郑颖人,张玉芳.极限分析有限元法讲座——Ⅱ有限元强度折减法中边坡失稳的判据探讨[J].岩土力学,2005,26(2):332-336(Zhao Shangyi,ZhengYingren,Zhang Yufang.Study on slope failurecriterion in strength reduction finite element method[J].Rock and Soil Mechanics,2005,26(2):332-336(in Chinese))
[135]方建瑞,朱合华,蔡永昌.边坡稳定性研究方法与进展[J].地下空间与工程学报,2007,3(2):343-349(Fang Jianrui,Zhu Hehua,Cai Yongchang.Advancement and methods of the slope stabilityresearch[J].Chinese Journal of Underground Spaceand Engineering,2007,3(2):343–349(in Chinese))
[136]郭明伟,葛修润,李春光,等.边坡和坝基抗滑稳定分析的三维矢量和法及其工程应用[J].岩石力学与工程学报,2010,29(1):8-20(Guo Mingwei,Ge Xiurun,LiChunguang,et al.Three-dimensional vector summethod employed in slope and dam foundation stabilityanalyses and its applications to practical engineering[J].Chinese Journal of Rock Mechanics andEngineering,2010,29(1):8-20(in Chinese))
[137]沈建,陈新民,魏平.土质边坡地震稳定性研究进展[J].水运工程,2009(6):40-46(Shen Jian,ChenXinmin,Wei Ping.Review of study on seismic stabilityof soil slopes[J].Port&Waterway Engineering,2009(6):40-46(in Chinese))
[138]张林,林从谋.爆破震动对土质边坡动力稳定性影响研究[J].岩土力学,2005,26(9):1499-1501(ZhangLin,Lin Congmou.Study about soil slope dynamicstability due to blasting vibration[J].Rock and SoilMechanics,2005,26(9):1499-1501(in Chinese))
[139]祁生林,祁生文,伍法权,等.基于剩余推力法的地震滑坡永久位移研究[J].工程地质学报,2004,12(1):63-68(Qi Shenglin,Qi Shengwen,Wu Faquan,et al.On permanent displacement of earthquake induced slidebased on residual pushing force method[J].Journal of Engineering Geology,2004,12(1):63-68(inChinese))
[140]Kramer S L,Lindwall N W.Dimensionality and directionality effects in Newmark sliding blockanalyses[J].Journal of Geotechnical and Geoenvironmental Engineering,2004,130(3):303-315
[141]吴兆营,薄景山,刘红帅,等.岩体边坡地震稳定性动安全系数分析方法[J].防灾减灾工程学报,2004,24(3):237-241(Wu Zhaoying,Bo Jingshan,LiuHongshuai,et al.A method for evaluating dynamicsafety factor rock slope seismic stability analysis[J].Journal of Disaster Prevention and Mitigation Engineering,2004,24(3):237-241(in Chinese))
[142]刘汉龙,费康,高玉峰.边坡地震稳定性时程分析方法[J].岩土力学,2003,24(4):553-556(Liu Hanlong,Fei Kang,Gao Yufeng.Time history analysis methodof slope seismic stability[J].Rock and SoilMechanics,2003,24(4):553-556(in Chinese))
[143]林鸿州,于玉贞,李广信,等.降雨特性对土质边坡失稳的影响[J].岩石力学与工程学报,2009,28(1):198-204(Lin H C,Yu Yuzhen,Li Guangxin,et al.Influence of rainfall characteristics on soil slope failure[J].Chinese Journal of Rock Mechanics andEngineering,2009,28(1):198-204(in Chinese))
[144]Jia G W,Zhan T L T,Chen Y M,et al.Performanceof a large-scale slope model subjected to rising andlowering water levels[J].Engineering Geology,2009,106(1/2):92-103
[145]孟庆山,孔令伟,郭爱国,等.高速公路高填方路堤拼接离心模型试验研究[J].岩石力学与工程学报,2007,26(3):580-586(Meng Qingshan,KongLingwei,Guo Aiguo,et al.Centrifugal modeling teststudy on high-embankment widening of highway[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(3):580-586(in Chinese))
[146]张嘎,王爱霞,张建民,等.土工织物加筋土坡变形和破坏过程的离心模型试验[J].清华大学学报:自然科学版,2008,48(12):2057-2060(Zhang Ga,WangAixia,Zhang Jianmin,et al.Centrifuge modeling ofthe failure of geotextile-reinforced slopes[J].Journalof Tsinghua University:Science and TechnologyEdition,2008,48(12):2057-2060(in Chinese))
[147]钱纪芸,张嘎,张建民.降雨条件下土坡变形机制的离心模型试验研究[J].岩土力学,2011,32(2):398-402,416(Qian Jiyun,Zhang Ga,Zhang Jianmin.Centrifuge model tests for deformation mechanism ofsoil slope during rainfall[J].Rock and SoilMechanics,2011,32(2):398-402,416(in Chinese))
[148]徐光兴,姚令侃,高召宁,等.边坡动力特性与动力响应的大型振动台模型试验研究[J].岩石力学与工程学报,2008,27(3):624-632(Xu Guangxing,YaoLingkan,Gao Zhaoning,et al.Large-scale shakingtable model test study on dynamic characteristics anddynamic responses of slope[J].Chinese Journal ofRock Mechanics and Engineering,2008,27(3):624-632(in Chinese))
[149]孔宪京,李永胜,邹德高,等.加筋边坡振动台模型试验研究[J].水力发电学报,2009,28(5):152-157(Kong Xianjing,Li Yongsheng,Zou Degao,et al.Shaking table model tests on soil slope reinforced withgeo-grid[J].Journal of Hydroelectric Engineering,2009,28(5):152-157(in Chinese))
[150]张建民,于玉贞,濮家骝,等.电液伺服控制离心机振动台系统研制[J].岩土工程学报,2004,26(6):843-845(Zhang Jianmin,Yu Yuzhen,Pu Jialiu,et al.Development of a shaking table in electro-hydraulicservo-control centrifuge[J].Chinese Jounal ofGeotechnical Engineering,2004,26(6):843-845(inChinese))
[151]于玉贞,邓丽军.抗滑桩加固边坡地震响应离心模型试验[J].岩土工程学报,2007,29(9):1320-1323(YuYuzhen,Deng Lijun.Centrifuge modeling of seismicbehavior of slopes reinforced by stabilizing pile[J].Chinese Jounal of Geotechnical Engineering,2007,29(9):1320-1323(in Chinese))
[152]王恭先.滑坡防治中的关键技术及其处理方法[J].岩石力学与工程学报,2005,24(21):3818-3827(WangGongxian.Key technique in landslide control and itshandling measures[J].Chinese Journal of RockMechanics and Engineering,2005,24(21):3818-3827(in Chinese))
[153]孟庆山,孔令伟,陈能远,等.桩锚挡墙联合支护残积土边坡离心模型试验研究[J].岩土力学,2010,31(11):3379-3384,3396(Meng Qingshan,KongLingwei,Chen Nengyuan,et al.Centrifugal model teston slope supporting with pile-anchor combinedretaining wall[J].Rock and Soil Mechanics,2010,31(11):3379-3384,3396(in Chinese))
[154]梁志刚,陈云敏,陈仁朋,等.同轴电缆电磁波反射技术监测滑坡研究[J].岩土工程学报,2005,27(4):453-458(Liang Zhigang,Chen Yunmin,ChenRenpeng,et al.Study on applications of coaxial-cableelectromagnetic wave reflection technique in monitoringslope stability[J].Chinese Jounal of GeotechnicalEngineering,2005,27(4):453-458(in Chinese))
[155]王宝军,李科,施斌,等.边坡变形的分布式光纤监测模拟试验研究[J].工程地质学报,2010,18(3):325-332(Wang Baojun,Li Ke,Shi Bin,et al.Simulationexperiment for distributed fiber monitoring ondeformation of soil slope[J].Journal of EngineeringGeology,2010,18(3):325-332(in Chinese))
[156]裴华富,殷建华,朱鸿鹄,等.基于光纤光栅传感技术的边坡原位测斜及稳定性评估方法[J].岩石力学与工程学报,2010,29(8):1570-1576(Pei Huafu,YinJianhua,Zhu Honghu,et al.In-situ monitoring ofdisplacements and stability evaluation of slope based onfiber bragg grating sensing technology[J].ChineseJournal of Rock Mechanics and Engineering,2010,29(8):1570-1576(in Chinese))
[157]王威,王水林,汤华,等.基于三维GIS的滑坡灾害监测预警系统及应用[J].岩土力学,2009,30(11):3379-3385(Wang Wei,Wang Shuilin,Tang Hua,etal.Application of 3-D GIS to monitoring and forecastsystem of landslide hazard[J].Rock and SoilMechanics,2009,30(11):3379-3385(in Chinese))
[158]涂鹏飞,岑仲阳,谌华.应用重轨星载InSAR技术监测三峡库区滑坡形变探讨[J].遥感技术与应用,2010,25(6):886-890(Tu Pengfei,Cen Zhongyang,ChenHua.Monitoring landslides deformation in ThreeGorges reservoir area by using the repeat-passspaceborne InSAR[J].Remote Sensing Technologyand Application,2010,25(6):886-890(in Chinese))
[159]高杰.激光与CCD技术在边坡远程监测中的应用研究[D].杭州:浙江大学,2010(Gao Jie.A research onlaser and CCD technology application of slope remotemonitoring[D].Hangzhou:Zhejiang University,2010(in Chinese))
[160]易庆林,卢书强,何祥.测量机器人在滑坡应急监测中的应用[J].人民长江,2009,40(20):62-63
[161]刘传正,李云贵,温铭生,等.四川雅安地质灾害时空预警试验区初步研究[J].水文地质工程地质,2004,31(4):20-30(Liu Chuanzheng,Li Yungui,WenMingsheng,et al.Study on early warning test field forgeo-hazards in Ya'an region,Sichuan Province of China[J].Hydrogeology and Engineering Geology,2004,31(4):20-30(in Chinese))
[162]王东.黄土地区滑坡地质灾害监测预警系统研究[D].北京:北京交通大学,2009(Wang Dong.Study onlandslide geological hazards monitoring and warningsystem in the loess region[D].Beijing:Beijing JiaotongUniversity,2009(in Chinese))
[163]田宏岭.降雨滑坡预警平台系统研究[D].成都:中国科学院成都山地灾害与环境研究所,2007(TianHongling.Study on the plateform of rainfal-linducedlandslide prediction system[D].Chengdu:Institute of Mountain Hazards and Environment,CAS,2007(inChinese))
[164]林鸿州,于玉贞,李广信,等.坡地地质灾害的减灾策略——以降雨预警基准为例[J].水科学进展,2006,17(4):490-495(Lin H C,Yu Yuzhen,Li Guangxin,et al.Mitigation of landslide hazards:case study ofrainfall warning criteria[J].Advances in WaterScience,2006,17(4):490-495(in Chinese))
[165]谭万鹏,郑颖人,陈卫兵.动态、多手段、全过程滑坡预警预报研究[J].四川建筑科学研究,2010,36(1):106-111(Tan Wanpeng Zheng Yingren Chen Weibing.Studies on the land-slope forecast and early warning bymore means in full dynamic discourse[J].SichuanBuilding Science,2010,36(1):106-111(in Chinese))
[166]殷坤龙,陈丽霞,张桂荣.区域滑坡灾害预测预警与风险评价[J].地学前缘,2007,14(6):85-97(YinKunlong,Chen Lixia,Zhang Guirong.Regionallandslide hazard warning and risk assessment[J].Earth Science Frontiers,2007,14(6):85-97(inChinese))