边坡地震稳定性评价方法研究进展
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摘要
边坡地震稳定性研究是当前工程地质和工程地震学研究的热点问题之一。本文首先对现有岩土边坡地震稳定性评价方法分类进行了探讨,在此基础上从评价原理及手段的角度出发,将边坡地震稳定性评价方法归纳为统计分析、物理试验和计算分析三类,并做简要讨论;最后指出了需要解决的问题和今后的研究方向。
Slope stability owing to earthquake actions is a hot research point in engineering geology and engineering seismology. The classifications of seismic stability evaluation methods of slopes are discussed firstly in the paper,then,based on the points of evaluation principle and method view,the advancement of seismic stability evaluation methods of slopes,including statistical analysis method,physical test method,calculation and analysis method,is concisely reviewed. And some concise remarks are made. Then,existing problems are pointed out and the study problems,which need to be done in future,are suggested.
Slope stability owing to earthquake actions is a hot research point in engineering geology and engineering seismology. The classifications of seismic stability evaluation methods of slopes are discussed firstly in the paper,then,based on the points of evaluation principle and method view,the advancement of seismic stability evaluation methods of slopes,including statistical analysis method,physical test method,calculation and analysis method,is concisely reviewed. And some concise remarks are made. Then,existing problems are pointed out and the study problems,which need to be done in future,are suggested.
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.
[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.
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