引文
[1]Wu Yong,He Siming,Li Xinpo.Failure mechanism of anti-slide pile under seismic waves[J].Journal of Sichuan Universi-ty(Engineering Science Edison)2009,41(3):284-288.[吴永,何思明,李新坡.地震波作用下抗滑桩的失效机理[J].四川大学学报(工程科学版),2009,41(3):284-288.]
[2]Shi Shirong,Chen Linjie,Yu Chao.Slope stability analysis inhigh-intensity earthquake zone by strength reduction method[J].Journal of Chongqing Jiaotong University(Natural Sci-ence),2011,30(2):273-276.[史石荣,陈林杰,余超.基于强度折减法的高烈度地震区边坡稳定性分析[J].重庆交通大学学报(自然科学版),2011,30(2):273-276.]
[3]Hou Chaoqun,Wang Xiaomou,Shi Hengjun.Impact analysisof earthquake on the slope stability[J].Subgrade Engineer-ing,2008,141(6):187-188.[侯超群,王晓谋,石恒俊.地震对边坡稳定性影响分析[J].路基工程,2008,141(6):187-188.]
[4]Li Yuanxiong,Yan Echuan,Yang Biao.Analysis on dynamicstability of soil slope under seimic action[J].Subgrade Engi-neering,2010,149(2):32-34.[李元雄,晏鄂川,杨彪.地震作用下土质边坡动力稳定性分析[J].路基工程,2010,149(2):32-34.]
[5]Fan Zhaoping,Zhang Lihua.Analysis on slope stability duringearthquake[J].Northwestern Seismological Journal,2010,32(4):339-342.[范昭平,张丽华.地震作用下边坡稳定性分析[J].西北地震学报,2010,32(4):339-342.]
[6]Qi Yuan,Liu Yong,Yang Zhenghua,et al.GIS-based analysisof landslide and debris flow hazard in Lanzhou[J].Journal ofGlaciology and Geocryology,2012,34(1):96-104.[祁元,刘勇,杨正华,等.基于GIS的兰州滑坡与泥石流灾害危险性分析[J].冰川冻土,2012,34(1):96-104.]
[7]Bai Xiaohua,Feng Weihui.Monitoring debris flow by meansof satellite Image[J].Journal of Glaciology and Geocryology,2001,23(2):176-179.[白晓华,冯文辉.利用TM卫星数据监测泥石流[J].冰川冻土,2001,23(2):176-179.]
[8]Wang Xianjun,Chen Mingxiang,Chang Xiaolin,et al.Stud-ies of application of Drucker-Prager yield criteria to stability a-nalysis[J].Rock and Soil Mechanics,2009,30(12):3733-3736.[王先军,陈明祥,常晓林,等.Drucker-Prager系列屈服准则在稳定分析中的应用研究[J].岩土力学,2009,30(12):3733-3736.]
[9]Deng Chujian,He Guojie,Zheng Yingren.Studies on Drucker-Prager yield criterions based on M-C yield criterion and appli-cation in geotechnical engineering[J].Chinese Journal ofGeotechnical Engineering,2006,28(6):735-739.[邓楚键,何国杰,郑颖人.基于M-C准则的D-P系列准则在岩土工程中的应用研究[J].岩土工程学报,2006,28(6):735-739.]
[10]Zheng Yingren,Zhao Shangyi.Application of strength reduc-tion fem in soil and rock slope[J].Chinese Journal of RockMechanics and Engineering,2004,23(19):3381-3386.[郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):3381-3386.]
[11]Zhong Caigen,Zhang Bin.Transformation of slope safety fac-tor based on different Drucker-Prager criteria[J].Rock andSoil Mechanics,2011,32(12):3751-3754.[钟才根,张斌.采用不同Drucker-Prager屈服准则得到的边坡安全系数的转换[J].岩土力学,2011,32(12):3751-3754.]
[12]Zheng Yingren,Chen Zuyu,Wang Gongxian,et al.Engineer-ing Treatment of Slope and Landslide[M].Beijing:ChinaCommunications Press,2007:194-209.[郑颖人,陈祖煜,王恭先,等.边坡与滑坡工程治理[M].北京:人民交通出版社,2007:194-209.]
[13]LüQing,Sun Hongyue,Shang Yuequan.Slope failure criteriaof shear strength reduction finite element method[J].Journalof Zhejiang University(Engineering Science),2008,42(1):83-85.[吕庆,孙红月,尚岳全.强度折减有限元法中边坡失稳判据的研究[J].浙江大学学报(工学版),2008,42(1):83-85.]
[14]Huang Xiangui,Chen Zhihua,Wang Bin.Application of stren-gth reduction finite element method to slope stability assess-ment at Beimengou site[J].Journal of Engineering Geology,2006,14(5):666-669.[黄显贵,陈植华,汪斌.有限元强度折减系数法在北门沟坡滑坡稳定性评价中的应用[J].工程地质学报,2006,14(5):666-669.]
[15]Zheng Yingren,Kong Liang.Geotechnical Plastic Mechanics[M].Beijing:China Architecture&Building Press,2010:70-77.[郑颖人,孔亮.岩土塑性力学[M].北京:中国建筑工业出版社,2010:70-77.]
[16]Xiong Huan,Xiao Shengxie.Calculation method of slope sta-bility safety factor based on the Drucker-Prager criterion[J].Journal of Chongqing Jiaotong University(Natural Science),2010,29(4):582-586.[熊欢,肖盛燮.基于Drucker-Prager系列准则的边坡安全系数计算方法[J].重庆交通大学学报(自然科学版),2010,29(4):582-586.]
[17]Zhao Cheng,Zhang Yongjun,Zhao Yuhong.Application ofthe Hierarchical analytical methods to evaluating geologicalhazard tendency in Gansu Province[J].Journal of Glaciologyand Geocryology,2009,31(1):182-188.[赵成,张永军,赵玉红.层次分析法在甘肃省地质灾害易发性评价中的应用[J].冰川冻土,2009,31(1):182-188.]
[18]Wu Hong,Dong Jinyi,Li Ruidong et al.Application of 3DVi-sualization Technology to Debris Flow Control Engineering ofPost-Disaster Reconstruction in Zhouqu County[J].Journal ofGlaciology and Geocryology,2013,35(2):383-388.[吴宏,董金义,李瑞冬,等.三维可视化技术在舟曲县城区灾后重建泥石流防治工程中的应用[J].冰川冻土,2013,35(2):383-388.]
[19]Zhang Zhixian,Zhang Qiang,Tao Jichun,et al.Climatic andgeological environmental characteristics of the exceptional deb-ris flow outburst in Zhouqu,Gansu Province,on 8 August,2010[J].Journal of Glaciology and Geocryology,2012,34(4):898-905.[张之贤,张强,陶际春,等.2010年“8.8”舟曲特大山洪泥石流灾害形成的气候特征及地质地理环境分析[J].冰川冻土,2012,34(4):898-905.]
[20]Jiao Yun,Yao Zhengxue,Dong Yaogang.Nanqiao Landslidestability and countermeasures in zhouqu[J].Gansu Geology,2011,21(1):59-63.[焦斌贝,姚正学,董耀刚.舟曲南桥滑坡稳定性分析及治理对策研究[J].甘肃地质,2011,21(1):59-63.]
[21]Ministry of Railways of the People's Republic of China.Codefor Seismic Design of Railway Engineering(GB50111-2006)[S].Beijing:China Planning Press,2009:16-18.[中华人民共和国铁道部.铁路工程抗震设计规范GB50111-2006(2009年版)[S].北京:中国计划出版社,2009:16-18.]
[22]Li Haiguang.New Retaining Structure Design and EngineeringPractices[M].Beijing:China Communications Press,2010:33-35.[李海光.新型支挡结构设计与工程实例[M].北京:人民交通出版社,2011:33-35.]
[23]Wen Duwu,Xie Wanli,Liu Qiang,et al.Analyze the high lo-ess slope excavation and unloading stability based on ANSYS[J].Groundwater,2012,34(3):190-191.[温笃武,谢婉丽,刘强,等.基于ANSYS的黄土高边坡开挖卸荷稳定性分析[J].地下水,2012,34(3):190-191.]