引文
[1]郝建斌.地震作用下边坡稳定性研究进展.世界地震工程,2014,30(1):145-153.
[2]Kramer S L.Geotechnical Earthquake Engineering[M].USA,New Jersey:Prentice Hall,1995.
[3]祁生文.边坡动力响应分析及应用研究[D].北京:中国科学院地质与地球物理研究所,2002.
[4]刘红帅,薄景山,刘德东.岩土边坡地震稳定性评价方法研究进展.防灾科技学院学报,2007,9(3):173-180.
[5]Jibson R W,Harp E L,Michael J A.A method for producing digital probabilistic seismic landslide hazard maps[J].Engineering Geology,Special Issue,2000,58(3-4):271-289.
[6]Rodriguez C E,Bommer J J,Chandler R J.Earthquake-induced landslides:1980-1997.Soil Dynamics and Earthquake Engineering[J],1999,18:325-346.
[7]辛鸿博,王余庆.岩土边坡地震崩滑及其初判准则.岩土工程学报,1999,21(5):591-594.
[8]王余庆,辛鸿博,高艳平,等.预测岩土边坡地震崩滑的综合指标法研究.岩土工程学报,2001,23(3):311-314.
[9]孙进忠,陈祥,王余庆.岩土边坡地震崩滑的三级评判预测.地震研究,2004,27(3):256-264.
[10]沈建,陈新民,魏平.土质边坡地震稳定性研究进展.水运工程,2009,(6):40-46.
[11]薛守义,王思敬,刘建中.块状岩体边坡地震滑动位移分析.工程地质学报,1997,5(2):131-136.
[12]王思敬,张菊明.边坡岩体滑动稳定的动力学分析.地质科学,1982,(2):162-170.
[13]祁生文.边坡动力响应分析及应用研究[D].北京:中国科学院地质与地球物理研究所,2002.
[14]王存玉.地震条件下二滩水库岸坡稳定性研究.北京:科学出版社,1987.
[15]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.岩石力学与工程学报,2008,27(3):624-632.
[16]徐光兴,姚令侃,李朝红,等.边坡地震动力响应规律及地震动参数影响研究.岩土工程学报,2008,30(6):918-924.
[17]Terzaghi K.Mechanics of Landslides.The Geological Survey ofA merica,Engineering Geology(Berkeley),Volume.1950,83-123
[18]Seed H B,Martin G R.The seismic coefficient in earth dam design.Journal of Soil Mechanics and Found,Division,ASCE,1966,92(3):25-58.
[19]Biondi G,Cascone E,Maugeri M.Flow and deformation failure of sandy slopes.Soil Dynamics and Earthquake Engineering,2002,22(9-12):1103-1114.
[20]Siad L.Seismic stability analysis of fractured rock slopes by yield design theory.Soil Dynamics and Earthquake Engineering,2003,23(3):203-212.
[21]姚爱军,苏永华.复杂岩质边坡锚固工程地震敏感性分析.土木工程学报,2003,36(11):34-37.
[22]周圆π,李守巨,刘迎曦,等.遗传算法在边坡地震稳定性分析中的应用.岩土力学,2003,24(S2):95-98.
[23]罗红明,唐辉明,胡斌,等.考虑地震力的刚体极限平衡法及其工程应用.岩石力学与工程学报,2007,(S1):3590-3595.
[24]蒋良潍,姚令侃.挡土墙地震土压力拟静力法第二破裂面判别.路基工程,2009,146(6):23-25.
[25]左秀泓.关于拟静力法分析土石坝地震稳定性的问题.水利水电技术,1991,(7):11-16.
[26]Seed H B.Stability of earth and rockfill dams during earthquakes.Embankment-dam Engineering(Casagrand Volume).New York:John Wiley and Sons,Inc,1973:239-269.
[27]沈珠江,陆培炎.评当前岩土工程实践中的保守倾向.岩土工程学报,1997,19(4):115-118.
[28]吕擎峰,殷宗泽,王叔华,等.拟静力法边坡稳定分析的改进.岩土力学,2005,26(S1):35-38.
[29]罗红明,唐辉明,胡斌,等.考虑地震力的刚体极限平衡法及其工程应用.岩石力学与工程学报,2007,26(S1):3590-3595.
[30]Newmark N M.Effects of earthquakes on dams and embankments.Geotechnique,1965,15(2):139-160.
[31]Makdisi F I,Seed H B.Simplified procedure for estimating dam and embankment earthquake-induced deformations.Journal of Geotechnical Engineering,1978,104(7):849-867.
[32]Bray J D,Rathje E M,Augello A J,et al.Simplified seismicdesign procedure for geo-synthetic-lined,solid waste landfills.Geo-synthetics International,1998,5(1-2):203-235.
[33]Bray J D,Rathje E M.Earthquake-induced displacements of soil-waste landfills.Journal of Geotechnical and Geoenvironmental Engineering,1998,124(3):242-253.
[34]Bray J D.Simplified seismic slope displacement procedures.Pitilakis K.D.Earthquake Geo technical Engineering,4th International Conference on Earthquake Geotechnical Engineering-Invited Lectures,Berlin:Springer,2007:327-353.
[35]Bray J D,Travasarou T.Simplified procedure for estimating earthquake-induced deviatoric slope displacements.Journal of Geotechnical and Geo-environmental Engineering,2007,133(4):381-392.
[36]Al-Homouda A S,Tahtamonib W.Comparison between predictions using different simplified Newmarks'block-onplane models and field values of earthquake induced displacements.Soil Dynamics and Earthquake Engineering,2000,(19):73-90.
[37]王思敬.岩石边坡动态稳定性的初步探讨.地质科学,1977,(4):372-376.
[38]王思敬,薛守义.岩体边坡楔形体动力学分析.地质科学,1992,(2):177-182.
[39]黄建梁,王威中,薛宏交.坡体地震稳定性的动态分析.地震工程与工程振动,1997,17(4):113-122.
[40]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.工程地质学报,2004,12(1):63-68.
[41]Clough R W,Chopra A K.Earthquake stress analysis in earth dams.Journal of Engineering Mechanical,ASCE,1966,92(EM2):197-211.
[42]姜彤.边坡在地震力作用下的加卸载响应规律与非线性稳定分析[D].中国地震局地质研究所,2004.
[43]曹琰波,戴福初,许冲,等.唐家山滑坡变形运动机制的离散元模拟.岩石力学与工程学报,2011,30(S1):2878-2887.
[44]黄润秋,许强.显式拉格朗日差分分析在岩石边坡工程中的应用.岩石力学与工程学报,1995,14(4):346-354.
[45]寇晓东,周维垣,杨若琼.FLAC-3D进行三峡船闸高边坡稳定分析.岩石力学与工程学报,2001,20(1):6-10.
[46]王建国,黄博,吴海燕,等.爆破荷载下边坡动态响应的FLAC3D模拟研究.工程爆破,2014,20(2):6-9.
[47]言志信,张刘平,江平,等.锚固上覆红黏土岩体边坡的地震动力响应.岩土力学,2014,35(3):753-758.