岩土边坡地震稳定性评价方法研究进展
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摘要
岩土边坡地震稳定性评价方法是岩土边坡地震稳定性分析的核心。首先对岩土边坡地震稳定性评价方法的分类进行了探讨,在此基础上从确定性分析和概率分析的角度出发,对岩土边坡地震稳定性评价方法的研究进展进行了简要回顾,包括拟静力法、滑块分析法、数值分析法和试验法,并做了简要评述;最后指出了需要解决的问题和提出今后的研究方向。
Seismic stability evaluation methods of rock-soil slopes are the cores of seismic stability analysis of rock-soil slopes.The classifications of seismic stability evaluation methods of rock-soil slopes are discussed,and,based on the points of deterministic and probabilistic view,the advancement of seismic stability evaluation methods of rock-soil slopes,including pseudo-static method,sliding block method,numerical simulation method and experiment 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.
Seismic stability evaluation methods of rock-soil slopes are the cores of seismic stability analysis of rock-soil slopes.The classifications of seismic stability evaluation methods of rock-soil slopes are discussed,and,based on the points of deterministic and probabilistic view,the advancement of seismic stability evaluation methods of rock-soil slopes,including pseudo-static method,sliding block method,numerical simulation method and experiment 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]刘红帅,薄景山.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,2005,20(1):164-171
[2]Kramer S L.Geotechnical Earthquake Engineering[M].USA,New Jersey:Prentice Hall,1995
[3]刘立平,雷尊宇,周富春.地震边坡稳定分析方法综述[J].重庆交通学院学报,2001,20(3):83-88
[4]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
[5]赵明阶,何光春,王多垠.边坡工程处治技术[M].北京:人民交通出版社,2003
[6]富凤丽,佴磊,李广杰,等.中里滑坡反分析及强度取值研究[J].长春科技大学学报,2000,30(2):165-169
[7]湖南省水利水电勘测设计院.边坡工程地质[M].北京:水利电力出版社,1983
[8]丰土根,刘汉龙,高玉峰,等.加速遗传算法在边坡抗震稳定性分析中的应用[J].水利学报,2002(9):89-93
[9]罗伯特L威格尔,中国地震局工程力学研究所,译.地震工程学[M].北京:科学出版社,1978
[10]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989
[11]何蕴龙,陆述远.岩石边坡地震作用近似计算方法[J].岩土工程学报,1998,20(2):66-68
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[13]王赞军,江志萍,张家庆,等.滑坡危险性分析中地震动的概率性估算及地震滑坡的危险性评判[J].高原地震,1998,10(1):40-45
[14]《中国地震动参数区划图》(GB18306-2001)
[15]陈蜀俊,党晓英,曾心传,等.奉节长江北岸边坡在地震荷载作用下的稳定性分析[J].岩石力学与工程学报,2004,23(4):657-662
[16]《水工建筑物抗震设计规范》(SL203-97)
[17]《核电站抗震设计规范》(SL203-97)
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[25]Ausilio E,Conte E,Dente G.Seismic stability analysis of reinforced slopes[J].Soil dynamics and earthquake engineering,2000,19(3):159-172
[26]Biondi G,Cascone E,Maugeri M.Flow and deformation of sandy slopes[J].Soil dynamics and earthquake engineering,2002,22(10):1103-1114
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[28]姚爱军,苏永华.复杂岩质边坡锚固工程地震敏感性分析[J].土木工程学报,2003,36(11):34-37
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[31]沈珠江,陆培炎.评当前岩土工程实践中的保守倾向[J].岩土工程学报,1997,19(4):115-118
[32]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160
[33]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
[34]Ling H I.Recent applications of sliding block theory to geotechnical design[J].Soil dynamics and earthquake engineering,2001,21(3):189-197
[35]王思敬.岩石边坡动态稳定性的初步探讨[J].地质科学,1977,(10):372-376
[36]王思敬,张菊明.边坡岩体滑动稳定的动力学分析[J].地质科学,1982,(4):162-170
[37]王思敬,薛守义.岩体边坡楔形体动力学分析[J].地质科学,1992,(2):177-182
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[40]陈国兴,谢君斐,张克绪.土坝震害和抗震分析评述[J].世界地震工程,1994,(3):24-33
[41]黄建梁,王威中,薛宏交.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
[42]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
[43]刘忠玉,魏建东.饱和黄土边坡的动力稳定性分析[J].岩土力学,2005,26(2):198-202
[44]Clough R W.and Chopra A K.Earthquake stress analysis in earth dams[J].J.Engrg.Mech.,ASCE 1966.92(EM2):197-211
[45]钱胜国,陆秋蓉.长江三峡船闸高边坡地震稳定性分析[R].武汉:长江科学院科研报告,1991
[46]张建海,范景伟,何江达.用刚体弹簧元求解边坡、坝基动力安全系数[J].岩石力学与工程学报,1999,18(4):387-391
[47]薄景山,徐国栋,景立平.土边坡地震反应及动力稳定性分析[J].地震工程与工程振动,2001,21(2):116-120
[48]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):553-560
[49]陈玲玲,陈敏中,钱胜国.岩质陡高边坡地震动力稳定分析[J].长江科学院院报,2004,21(1):33-35
[50]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):228-241
[51]Chen Jian,Yin Jian-hua,Lee C F.Stability analysis of the permanent shiplock slopes of the TGP under seismic action[A].13th World Conference on Earthquake Engineering[C].Vancouve,B.C.,Canada,Paper No.350,2004
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[54]Serf F N,Seed H B,Makdisi F I,et al.Earthquake-induced deformations of earth dams[R].Berkeley:EERC,University of California,1976.
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[2]Kramer S L.Geotechnical Earthquake Engineering[M].USA,New Jersey:Prentice Hall,1995
[3]刘立平,雷尊宇,周富春.地震边坡稳定分析方法综述[J].重庆交通学院学报,2001,20(3):83-88
[4]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
[5]赵明阶,何光春,王多垠.边坡工程处治技术[M].北京:人民交通出版社,2003
[6]富凤丽,佴磊,李广杰,等.中里滑坡反分析及强度取值研究[J].长春科技大学学报,2000,30(2):165-169
[7]湖南省水利水电勘测设计院.边坡工程地质[M].北京:水利电力出版社,1983
[8]丰土根,刘汉龙,高玉峰,等.加速遗传算法在边坡抗震稳定性分析中的应用[J].水利学报,2002(9):89-93
[9]罗伯特L威格尔,中国地震局工程力学研究所,译.地震工程学[M].北京:科学出版社,1978
[10]张克绪,谢君斐.土动力学[M].北京:地震出版社,1989
[11]何蕴龙,陆述远.岩石边坡地震作用近似计算方法[J].岩土工程学报,1998,20(2):66-68
[12]Seed H.B.,and Martin G.R..The Seismic Coefficient in Earth Dam Design[J].J.Soil Mech.Found.Div.,ASCE,92(SM3):25-58
[13]王赞军,江志萍,张家庆,等.滑坡危险性分析中地震动的概率性估算及地震滑坡的危险性评判[J].高原地震,1998,10(1):40-45
[14]《中国地震动参数区划图》(GB18306-2001)
[15]陈蜀俊,党晓英,曾心传,等.奉节长江北岸边坡在地震荷载作用下的稳定性分析[J].岩石力学与工程学报,2004,23(4):657-662
[16]《水工建筑物抗震设计规范》(SL203-97)
[17]《核电站抗震设计规范》(SL203-97)
[18]《Draft Code Provisions and Commentary for Seismic Design of Earth Dams and Embankments》(IITK-GSDMA-EQ09-V3.0),U.S.A
[19]顾淦臣.论土石坝的地震液化验算和坝坡抗滑稳定计算[J].岩土工程学报,1981,3(4):33-41
[20]Leshchinsky D.and San K Ching.Pseudo-static stability of slopes:Design[J].Journal of Geotechnical Engineering,ASCE,1994,120(9):1514-1532
[21]Bray J D.,Repetto P.C.Seismic design considerations for lined solid waste landfills[J].Geotextiles and Geomembrances,1994,13(8):497-518
[22]曾富宝.地震对土坡稳定的影响[J].苏州城建环保学院学报,1997,10(3):16-20
[23]Ling H I,Cheng A D.Rock sliding induced by seismic force[J].International journal of rock mechanics and mining sciences,1997,34(6):1021-1029
[24]Siyahi,Bilge G.Pseudo-static stability analysis in normally consolidated soil slopes subjected to earthquake[J].Teknik Dergi/Technical journal of Turkish chamber of civil engineers Turkish chamber of civil engineers 1998,9(DEC):457-461
[25]Ausilio E,Conte E,Dente G.Seismic stability analysis of reinforced slopes[J].Soil dynamics and earthquake engineering,2000,19(3):159-172
[26]Biondi G,Cascone E,Maugeri M.Flow and deformation of sandy slopes[J].Soil dynamics and earthquake engineering,2002,22(10):1103-1114
[27]Siad L.Seismic stability analysis of fractured rock slopes by yield design theory[J].Soil dynamics and earthquake engineering,2003,23(3):203-212
[28]姚爱军,苏永华.复杂岩质边坡锚固工程地震敏感性分析[J].土木工程学报,2003,36(11):34-37
[29]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[J].2003,24(Supp):95-98
[30]Ling H I,Leshchinsky D,Mohri Y.Soil slopes under combined horizontal and vertical seismic accelerations[J].Earthquake engineering and structural dynamics,1997,26(12):1231-1241
[31]沈珠江,陆培炎.评当前岩土工程实践中的保守倾向[J].岩土工程学报,1997,19(4):115-118
[32]Newmark N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15(2):139-160
[33]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
[34]Ling H I.Recent applications of sliding block theory to geotechnical design[J].Soil dynamics and earthquake engineering,2001,21(3):189-197
[35]王思敬.岩石边坡动态稳定性的初步探讨[J].地质科学,1977,(10):372-376
[36]王思敬,张菊明.边坡岩体滑动稳定的动力学分析[J].地质科学,1982,(4):162-170
[37]王思敬,薛守义.岩体边坡楔形体动力学分析[J].地质科学,1992,(2):177-182
[38]张菊明,王思敬.层状边坡岩体滑动稳定的三维动力学分析[J].工程地质学报,1994,2(3):1-12
[39]薛守义,王思敬,刘建中.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
[40]陈国兴,谢君斐,张克绪.土坝震害和抗震分析评述[J].世界地震工程,1994,(3):24-33
[41]黄建梁,王威中,薛宏交.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
[42]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
[43]刘忠玉,魏建东.饱和黄土边坡的动力稳定性分析[J].岩土力学,2005,26(2):198-202
[44]Clough R W.and Chopra A K.Earthquake stress analysis in earth dams[J].J.Engrg.Mech.,ASCE 1966.92(EM2):197-211
[45]钱胜国,陆秋蓉.长江三峡船闸高边坡地震稳定性分析[R].武汉:长江科学院科研报告,1991
[46]张建海,范景伟,何江达.用刚体弹簧元求解边坡、坝基动力安全系数[J].岩石力学与工程学报,1999,18(4):387-391
[47]薄景山,徐国栋,景立平.土边坡地震反应及动力稳定性分析[J].地震工程与工程振动,2001,21(2):116-120
[48]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):553-560
[49]陈玲玲,陈敏中,钱胜国.岩质陡高边坡地震动力稳定分析[J].长江科学院院报,2004,21(1):33-35
[50]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):228-241
[51]Chen Jian,Yin Jian-hua,Lee C F.Stability analysis of the permanent shiplock slopes of the TGP under seismic action[A].13th World Conference on Earthquake Engineering[C].Vancouve,B.C.,Canada,Paper No.350,2004
[52]Seed H B,Lee K L,Idriss I M,et al.Analysis of the slides in the San Fernando dams during the earthquake of Feb.9,1971[R].Berkeley:EERC,University of California,1973
[53]Lee K L.Seismic permanent deformations in earth dams[R].Los Angeles:School of Engineering and Applied Science,University of California,1974
[54]Serf F N,Seed H B,Makdisi F I,et al.Earthquake-induced deformations of earth dams[R].Berkeley:EERC,University of California,1976.
[55]Finn W D L,Yogendrakumar M,Yoshida M,et al.Tara-3:A programme to compute the response of 2-D Embankments and soil-structure interaction systems to seismic loadings[R].Vancouver:Department of civil engineering,University of British Columbia,1986
[56]Zhang Chunhan,Pekau O A,Jin Feng,et al.Application of distinct element method in dynamic analysis of high rock slopes and blocky structures[J].Soil dynamics and earthquake engineering,1997,16():385-394
[57]陶连金,苏生瑞,张倬元.节理岩体边坡的动力稳定性分析[J].工程地质学报,32-38
[58]陈云敏,柯瀚,凌道盛.城市垃圾填埋体的动力特性及地震响应[J].土木工程学报,2002,35(3):66-72
[59]刘君,孔宪京.卫生填埋场复合边坡地震稳定性和永久变形分析[J].岩土力学,2004,25(5):778-782
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