地震作用下岩土边坡稳定性安全评价方法研究评述
|
摘要
由于地震诱发的岩土边坡滑坡地质灾害频繁发生,所以岩土边坡地震稳定性安全评价方法作为岩土边坡地震稳定性分析的基础就显得尤为重要。就地震作用下岩土边坡稳定性安全评价方法的分类进行了分析探讨;从所划分的安全评价方法角度出发,对其在岩土边坡地震稳定性评价方面的研究进展作了简要回顾和评述;指出了这几种方法尚待解决的问题,并就今后需要深入研究的方向提出了看法。
Earthquake-induced rock-soil slope landslides occur frequently,so the safety evaluation method as the basis of the analysis of rock-soil slope seismic stability is particularly important Firstly,the classification of safety evaluation methods for rock-soil slope seismic stability were analyzed and discussed Secondly,from the perspective of safety evaluation methods divided,this article made a brief review and comment on the progress of safety evaluation methods of rock-soil slope seismic stability.Finally,the article pointed out several outstanding issues need to be solved,and put forward views on the future research directioa
Earthquake-induced rock-soil slope landslides occur frequently,so the safety evaluation method as the basis of the analysis of rock-soil slope seismic stability is particularly important Firstly,the classification of safety evaluation methods for rock-soil slope seismic stability were analyzed and discussed Secondly,from the perspective of safety evaluation methods divided,this article made a brief review and comment on the progress of safety evaluation methods of rock-soil slope seismic stability.Finally,the article pointed out several outstanding issues need to be solved,and put forward views on the future research directioa
引文
[1]Parise M,Jibson RW.A seismic landslide susceptibility rating ofgeologic units based on analysis of characteristics of landslides trig-gered by the 17 January,1994 Northridge,California earthquake[J].Engineering Geology,2000,58(3/4):251-270.
[2]许强,黄润秋.5.12汶川大地震诱发大型崩滑灾害动力特征初探[J].工程地质学报,2008,16(6):721-729.
[3]刘红帅,薄景山,刘德东.岩土边坡地震稳定性分析研究评述[J].地震工程与工程振动,2005,25(1):164-171.
[4]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007(3):433-454.
[5]时震梁,王建,张晓东.中国地震活动性分区特征[J].地震学报.1995,17(1):20-24.
[6]Kramer S Geotechnical Earthquake Engineering[M].USA,New Jersey:Prentice Hall,1995.
[7]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.
[8]Terzaghi K.Mechanisms of landslides,Engineering Geology(Berdey)Volume[M].Geological Society of America,1950.
[9]Seed H B,Martin G R.The seismic coefficient in earth dam design[J].J Soil Mech Found Div,ASCE,92(SM3):25-58.
[10]GB50011-2001建筑抗震设计规范[S].
[11]SL203-97水工建筑物抗震设计规范[S].
[12]范庆来,栗茂田,李湛.土石坝拟静力抗震稳定性分析与坝坡地震滑移量估算[J].岩土力学,2007,28(2):224-231.
[13]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160.
[14]Kramer S,Smith D.Modified newmark model for seismic displacement of compliant slopes[J].Journal of geotechnical and geoenvironmental engineering,ASCE,1997,123(7):635-644.
[15]Crespellani T,Facciorusso J,Madiai C,et al.Influence of uncorrected accelerogram processing techniques on Newmark's rigid block displacement evaluation[J].Soil Dynamics and Earthquake Engineering,2003,23(6):415-424.
[16]Watson-LamPrey J,Abrahamson N.Seleetion of ground motion time series and limit sonscaling[J].Soil Dynamics and Earthquake Engineering,2006,26(5):477-482.
[17]薛守义,王思敬,等.块状岩体边坡地震滑动位移分析[J].工程地质学报,1997,5(2):131-136.
[18]黄建梁,王威中,等.坡体地震稳定性的动态分析[J].地震工程与工程振动,1997,17(4):113-122.
[19]祁生文.考虑结构面退化的岩质边坡地震永久位移研究[J].岩土工程学报,2007,29(3):452-457.
[20]张倬元,王兰生,王士天.工程地质分析原理[M].北京:地质出版社,1994.
[21]孙广忠.岩体结构力学[M].北京:科学出版社,1988.
[22]祈生文,伍法权,刘春玲,等.地震边坡稳定性的工程地质分析[J].岩石力学与工程学报,2004,23(16):2792-2797.
[23]李晓,李守定,陈剑,等.地质灾害形式的内外动力耦合作用机制[J].岩石力学与工程学报,2008,27(9):1792-1806.
[24]倪卫达,唐辉明,刘晓,等.考虑结构面震动劣化的岩质边坡动力稳定分析[J].岩石力学与工程学报,2013,32(3):492-500.
[25]言志信,张森,等.地震边坡失稳机理及稳定性分析[J].工程地质学报,2010,18(6):844-870.
[26]Clough WR,Chopra K A.Earthquake stress analysis in earth dams[J].Journal of Engineering Mechanics,Asce,1966,92(EM2).
[27]张建海,范景伟,何江达.用刚体弹簧元法求解边坡、坝基动力安全系数[J].岩石力学与工程学报,1999,18(4):387-391.
[28]李育枢,高广运,李天斌.偏压隧道洞口边坡地震动力反应及稳定性分析[J].地下空间与工程学报,2006,2(5):738-743.
[29]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.
[30]郑颖人,叶海林,肖强,等.基于全动力分析法的地震边坡与隧道稳定性分析明.防灾减灾工程学报,2010,30(Z):279-285.
[31]叶海林,黄润秋,郑颖人,等.地震作用下边坡稳定性安全评价的研究[J].地下空间与工程学报,2009,5(6):1248-1252.
[32]Cundall P A.A computermodel for simulating progressive,large scale movement in blocky rock system[C]//Symp of Int Society of Rock Meth.Nancy,France,1971:11-18.
[33]肖克强,李海波,刘亚群,等.地震荷载作用下顺层岩体边坡变形特征分析[J].岩土力学,2007,28(8):1557-1564.
[34]黄润秋,许强,陶连金,等.地质灾害过程模拟和过程控制研究[M].北京:科学出版社,2002.
[35]郑颖人,叶海林,黄润秋.地震边坡破坏机制及其破裂面的分析探讨[J].岩石力学与工程学报,2009,28(8):1714-1723.
[36]付宏渊,吕东滨,刘建华.震区岩质边坡地震稳定性影响因素敏感性分析[J].交通科学与工程,2010,26:14-19.
[37]董金玉,杨国香,祈生文,等.地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J].岩土力学,2011,32(10):2977-2983.
[38]杨国香,叶海林,祁生文,等.反倾层状结构岩质边坡动力响应特性及破坏机制振动台模型试验研究[J].岩石力学与工程学报,2012,31(11):2214-2221.
[39]徐光兴,姚令侃,高召宁.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.
[40]吴俊贤,倪至宽,高汉棪.土石坝的动态反应:离心机模型试验与数值模拟[J].岩石力学与工程学报,2007,26(1):1-14.
[41]赵安平,李世海,等.地震作用下基覆边坡模型试验研究[J].岩土力学,2012,33(2):515-523.
[42]艾畅,冯春,李世海,等.地震作用下顺层岩质边坡动力响应的试验研究[J].岩石力学与工程学报,2010,29(9):1825-1832.
[43]Ai-Homoud A S,Tahtamoni W W.Reliability analysis of three-dimensional dynamic slope stability and earthquake-induced permanent displacement[J].Soil dynamics and earthquake engineering,2000,19(2):91-114.
[44]Duzgun H S B,Yacemen M S,Korpuz C.A methodology for reliability-based design of rock slopes[J].Rock Mechanics and Rock Engineering,2003,36(2):95-120.
[45]唐洪祥,邵龙潭.地震动力作用下有限元土石坝边坡稳定性分析[J].岩石力学与工程学报,2004,23(8):1318-1324.
[2]许强,黄润秋.5.12汶川大地震诱发大型崩滑灾害动力特征初探[J].工程地质学报,2008,16(6):721-729.
[3]刘红帅,薄景山,刘德东.岩土边坡地震稳定性分析研究评述[J].地震工程与工程振动,2005,25(1):164-171.
[4]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007(3):433-454.
[5]时震梁,王建,张晓东.中国地震活动性分区特征[J].地震学报.1995,17(1):20-24.
[6]Kramer S Geotechnical Earthquake Engineering[M].USA,New Jersey:Prentice Hall,1995.
[7]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.
[8]Terzaghi K.Mechanisms of landslides,Engineering Geology(Berdey)Volume[M].Geological Society of America,1950.
[9]Seed H B,Martin G R.The seismic coefficient in earth dam design[J].J Soil Mech Found Div,ASCE,92(SM3):25-58.
[10]GB50011-2001建筑抗震设计规范[S].
[11]SL203-97水工建筑物抗震设计规范[S].
[12]范庆来,栗茂田,李湛.土石坝拟静力抗震稳定性分析与坝坡地震滑移量估算[J].岩土力学,2007,28(2):224-231.
[13]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160.
[14]Kramer S,Smith D.Modified newmark model for seismic displacement of compliant slopes[J].Journal of geotechnical and geoenvironmental engineering,ASCE,1997,123(7):635-644.
[15]Crespellani T,Facciorusso J,Madiai C,et al.Influence of uncorrected accelerogram processing techniques on Newmark's rigid block displacement evaluation[J].Soil Dynamics and Earthquake Engineering,2003,23(6):415-424.
[16]Watson-LamPrey J,Abrahamson N.Seleetion of ground motion time series and limit sonscaling[J].Soil Dynamics and Earthquake Engineering,2006,26(5):477-482.
[17]薛守义,王思敬,等.块状岩体边坡地震滑动位移分析[J].工程地质学报,1997,5(2):131-136.
[18]黄建梁,王威中,等.坡体地震稳定性的动态分析[J].地震工程与工程振动,1997,17(4):113-122.
[19]祁生文.考虑结构面退化的岩质边坡地震永久位移研究[J].岩土工程学报,2007,29(3):452-457.
[20]张倬元,王兰生,王士天.工程地质分析原理[M].北京:地质出版社,1994.
[21]孙广忠.岩体结构力学[M].北京:科学出版社,1988.
[22]祈生文,伍法权,刘春玲,等.地震边坡稳定性的工程地质分析[J].岩石力学与工程学报,2004,23(16):2792-2797.
[23]李晓,李守定,陈剑,等.地质灾害形式的内外动力耦合作用机制[J].岩石力学与工程学报,2008,27(9):1792-1806.
[24]倪卫达,唐辉明,刘晓,等.考虑结构面震动劣化的岩质边坡动力稳定分析[J].岩石力学与工程学报,2013,32(3):492-500.
[25]言志信,张森,等.地震边坡失稳机理及稳定性分析[J].工程地质学报,2010,18(6):844-870.
[26]Clough WR,Chopra K A.Earthquake stress analysis in earth dams[J].Journal of Engineering Mechanics,Asce,1966,92(EM2).
[27]张建海,范景伟,何江达.用刚体弹簧元法求解边坡、坝基动力安全系数[J].岩石力学与工程学报,1999,18(4):387-391.
[28]李育枢,高广运,李天斌.偏压隧道洞口边坡地震动力反应及稳定性分析[J].地下空间与工程学报,2006,2(5):738-743.
[29]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.
[30]郑颖人,叶海林,肖强,等.基于全动力分析法的地震边坡与隧道稳定性分析明.防灾减灾工程学报,2010,30(Z):279-285.
[31]叶海林,黄润秋,郑颖人,等.地震作用下边坡稳定性安全评价的研究[J].地下空间与工程学报,2009,5(6):1248-1252.
[32]Cundall P A.A computermodel for simulating progressive,large scale movement in blocky rock system[C]//Symp of Int Society of Rock Meth.Nancy,France,1971:11-18.
[33]肖克强,李海波,刘亚群,等.地震荷载作用下顺层岩体边坡变形特征分析[J].岩土力学,2007,28(8):1557-1564.
[34]黄润秋,许强,陶连金,等.地质灾害过程模拟和过程控制研究[M].北京:科学出版社,2002.
[35]郑颖人,叶海林,黄润秋.地震边坡破坏机制及其破裂面的分析探讨[J].岩石力学与工程学报,2009,28(8):1714-1723.
[36]付宏渊,吕东滨,刘建华.震区岩质边坡地震稳定性影响因素敏感性分析[J].交通科学与工程,2010,26:14-19.
[37]董金玉,杨国香,祈生文,等.地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J].岩土力学,2011,32(10):2977-2983.
[38]杨国香,叶海林,祁生文,等.反倾层状结构岩质边坡动力响应特性及破坏机制振动台模型试验研究[J].岩石力学与工程学报,2012,31(11):2214-2221.
[39]徐光兴,姚令侃,高召宁.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.
[40]吴俊贤,倪至宽,高汉棪.土石坝的动态反应:离心机模型试验与数值模拟[J].岩石力学与工程学报,2007,26(1):1-14.
[41]赵安平,李世海,等.地震作用下基覆边坡模型试验研究[J].岩土力学,2012,33(2):515-523.
[42]艾畅,冯春,李世海,等.地震作用下顺层岩质边坡动力响应的试验研究[J].岩石力学与工程学报,2010,29(9):1825-1832.
[43]Ai-Homoud A S,Tahtamoni W W.Reliability analysis of three-dimensional dynamic slope stability and earthquake-induced permanent displacement[J].Soil dynamics and earthquake engineering,2000,19(2):91-114.
[44]Duzgun H S B,Yacemen M S,Korpuz C.A methodology for reliability-based design of rock slopes[J].Rock Mechanics and Rock Engineering,2003,36(2):95-120.
[45]唐洪祥,邵龙潭.地震动力作用下有限元土石坝边坡稳定性分析[J].岩石力学与工程学报,2004,23(8):1318-1324.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心