岩质边坡地震动力稳定性研究进展
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摘要
对地震荷载作用下岩体力学特性、岩质边坡地震动力响应及安全评价两个方面的发展、应用及特点进行了综述,着重论述了地震作用下岩质边坡稳定性分析的国内外研究现状,包括拟静力法、Newmark法、数值模拟法、模型试验研究方法以及概率分析、可靠性数学分析等其他研究方法的应用及特点。同时提出该课题的研究内容、存在的问题及今后的研究方向。
Landslides are the usual disasters induced from earthquake. The mechanical properties of rock and the response and stability of rock slope under seismic loads are very important in study. The development ,application and characteristics of the-contents are summarized in this paper. The current researches for the stability analysis of rock slopes under seismic loading are systemically discussed at home and abroad. The pseudostatic method,Newmark method,numerical simulation and method of comprehensive evaluation combined with post-seismic-hazards survey ,experimental research,probability analysis, reliability mathematics, and other methods are included. Meanwhile, the application and property of those methods are summarized. The main contents,the existing problems,and the research direction are proposed to give some suggestions for further studies.
Landslides are the usual disasters induced from earthquake. The mechanical properties of rock and the response and stability of rock slope under seismic loads are very important in study. The development ,application and characteristics of the-contents are summarized in this paper. The current researches for the stability analysis of rock slopes under seismic loading are systemically discussed at home and abroad. The pseudostatic method,Newmark method,numerical simulation and method of comprehensive evaluation combined with post-seismic-hazards survey ,experimental research,probability analysis, reliability mathematics, and other methods are included. Meanwhile, the application and property of those methods are summarized. The main contents,the existing problems,and the research direction are proposed to give some suggestions for further studies.
引文
[1]李树德,任秀生,岳升阳,等．地震滑坡研究[J]．水土保持研究,2001,8(2):24—25．
[2]李海波,蒋会军,赵坚,等．动荷载作用下岩体工程安全的几个问题[J]．岩石力学与工程学报,2003,22(11):1887—1891．
[3]吴绵拔,刘远惠．中等应变速率对岩石力学特性的影响[J]．岩土力学,1980,1(1):51-58．
[4] Zhao J,Li H B,Wu M B,et al. Dynamic uniaxial compression tests on granite[J]. Int J Rock Mech and Min Sci,1999,36(2):273-277.
[5] Li H B,Zhao J,Li T J. Triaxial compression tests of a granite at different strain rates and confining pressures[J]. Int J Rock Mech and Min Sci,1999,36(8) : 1 057-1 063.
[6]吴绵拔．加载速率对岩石断裂韧度的影响[J]．力学与实践,1986,8(4):21—23．
[7] Zhao J,Li H B. Experimental determination of dynamic tensile properties of a Granite[J]. Int J Rock Mech and Min Sci,2000,37(8):861- 866.
[8] Zhao J. Rock dynamics research related to cavern development for ammunition storage[J]. International Journal of Tunnelling and Underground Space Technology, 1999,14(4) :513-526.
[9] Li H B,Zhao J,Li T J. Micromechanical modelling of mechanical properties of granite under dynamic uniaxial compressive loads[J]. Int J Rock Mech and Min Sci,2000,37(9):923-935.
[10] Li H B,Zhao J,Li T J,et al. Anaylitical simulation of the dynamic compressive strength of a granite using the sliding crack model[J]. International Journal for Numerical and Analytical Method in Geomechanics,2001,25(8):853-869.
[11] Cai Jungang. Effects of parallel fractures on wave attenuation in rocks[D]. Singpore:Nanyang Technological University,2001.
[12] Homand F,Belem T,Souley M. Friction and degradation of rock joint surfaces under shear loads [J]. Int J Rock Mech Min Sci,1990,27 (2):109-119.
[13] Jing L,Stephansson O,Nordlund E. Study of rock joints under cyclic loading conditions [J]. Rock Mech. Rock Eng,1993,26(3):215- 232.
[14] Fox DJ,Kana D D,Hsiung S M. Influence of interface roughness on dynamic shear behaviour in jointed rock[J]. Int J Rock Mech Min Sci,1998,35(7):823-940.
[15]李宁,陈文玲,张平．动荷作用下非贯通裂隙介质的强度性质[J]．自然科学进展,2000,10(11):1029—1034．
[16]李宁,陈文玲,张平．动荷作用下裂隙岩体介质的变形性质[J]．岩石力学与工程学报,2001,20(1):74—78．
[17]李宁,张平,程国栋．冻结裂隙砂岩低周循环动力特性试验研究[J]．自然科学进展,2001,11(11):1175—1180．
[18]李 宁,张平,陈蕴生．裂隙岩体试验研究进展与思考[C]／／中国岩石力学与工程学会．中国岩石力学与工程学会第七次学术大会论 文集．北京:中国科学技术出版社,2002:63—69．
[19]徐建光．预置非贯通裂隙试样疲劳特性试验研究[D]．陕西西安:西安理工大学,2004．
[20]张平．裂隙介质静动应力条件下的破坏模式与局部化渐进破损模型研究[D]．陕西西安:西安理工大学,2004．
[21] Roberto R. Seismically induced landslide displacements:a predictive mode[J]. Eng Geol,2000,58(3) :337-351.
[22]刘汉东．考虑地震历时影响的岩质边坡楔体稳定性分析与计算[J]．华北水利水电学院院报,1991,(4):35—40．
[23]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．
[24]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．
[25]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．
[26]孙钧．岩石动力学研究的若干问题[C]／／中国岩石力学与工程学会．中国岩石力学与工程学会第七次学术大会论文集．北京:中国科 学技术出版社,2002:4-8．
[27]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．
[28]彭定,陈玲玲．三峡船闸高边坡在地震作用下的稳定性分析[J]．长江科学院院报,2001,18(6):47—49．
[29]薛守义．地震条件下岩体边坡的稳定性研究[M]／／刘汉东,路新景,霍润科．岩石力学理论与工程实践．郑州:黄河水利出版社,1997．
[30]洪海春,徐卫亚．地震作用下岩质边坡稳定性分析综述[J]．岩石力学与工程学报,2004(增刊1):4 827—4 836．
[31]毛彦龙,胡广韬,毛新虎,等．地震滑坡启程剧动的机理研究及离散元模拟[J]．工程地质学报,2001,9(1):74—80．
[32]陶连金,苏生瑞,张倬元,等．节理岩体边坡的动力稳定性分析[J]．工程地质学报,2001,9(1):32—38．
[33]黄润秋,许强．显式拉格朗日差分法在岩石边坡工程中的应用[J]．岩石力学与工程学报,1995,14(4):346—354．
[34]祁生文.边坡动力响应研究及应用[D]．北京:中国科学院地质与地球物理研究所,2002．
[35]刘春玲,祁生文,童立强,等．利用FLAC3D分析某边坡地震稳定性[J]．岩石力学与工程学报,2004,23(16):2730—2733．
[36]孙进忠,陈祥,王余庆．岩土边坡地震崩滑的三级评判预测[J]．地震研究,2004,27(3):256—264．
[37]辛鸿博,王余庆．岩土边坡崩滑及其初判准则[J]．岩土工程学报,1999,21(5):591-594．
[38] 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[J]．岩土工程学报,2001,23(3):311-314．
[39]王存玉,王思敬．边坡模型振动试验研究[M]／／王思敬．岩体工程地质力学问题(七)．北京:科学出版社,1987.
[40]张平,吴德伦．动荷载下边坡滑动的试验研究[J]．重庆建筑大学学报,1997,19(2):80-86．
[41]李海渡.地震作用下岩体力学的响应及工程安全[R]．武汉:中国科学院武汉岩土力学研究所,2005.
[2]李海波,蒋会军,赵坚,等．动荷载作用下岩体工程安全的几个问题[J]．岩石力学与工程学报,2003,22(11):1887—1891．
[3]吴绵拔,刘远惠．中等应变速率对岩石力学特性的影响[J]．岩土力学,1980,1(1):51-58．
[4] Zhao J,Li H B,Wu M B,et al. Dynamic uniaxial compression tests on granite[J]. Int J Rock Mech and Min Sci,1999,36(2):273-277.
[5] Li H B,Zhao J,Li T J. Triaxial compression tests of a granite at different strain rates and confining pressures[J]. Int J Rock Mech and Min Sci,1999,36(8) : 1 057-1 063.
[6]吴绵拔．加载速率对岩石断裂韧度的影响[J]．力学与实践,1986,8(4):21—23．
[7] Zhao J,Li H B. Experimental determination of dynamic tensile properties of a Granite[J]. Int J Rock Mech and Min Sci,2000,37(8):861- 866.
[8] Zhao J. Rock dynamics research related to cavern development for ammunition storage[J]. International Journal of Tunnelling and Underground Space Technology, 1999,14(4) :513-526.
[9] Li H B,Zhao J,Li T J. Micromechanical modelling of mechanical properties of granite under dynamic uniaxial compressive loads[J]. Int J Rock Mech and Min Sci,2000,37(9):923-935.
[10] Li H B,Zhao J,Li T J,et al. Anaylitical simulation of the dynamic compressive strength of a granite using the sliding crack model[J]. International Journal for Numerical and Analytical Method in Geomechanics,2001,25(8):853-869.
[11] Cai Jungang. Effects of parallel fractures on wave attenuation in rocks[D]. Singpore:Nanyang Technological University,2001.
[12] Homand F,Belem T,Souley M. Friction and degradation of rock joint surfaces under shear loads [J]. Int J Rock Mech Min Sci,1990,27 (2):109-119.
[13] Jing L,Stephansson O,Nordlund E. Study of rock joints under cyclic loading conditions [J]. Rock Mech. Rock Eng,1993,26(3):215- 232.
[14] Fox DJ,Kana D D,Hsiung S M. Influence of interface roughness on dynamic shear behaviour in jointed rock[J]. Int J Rock Mech Min Sci,1998,35(7):823-940.
[15]李宁,陈文玲,张平．动荷作用下非贯通裂隙介质的强度性质[J]．自然科学进展,2000,10(11):1029—1034．
[16]李宁,陈文玲,张平．动荷作用下裂隙岩体介质的变形性质[J]．岩石力学与工程学报,2001,20(1):74—78．
[17]李宁,张平,程国栋．冻结裂隙砂岩低周循环动力特性试验研究[J]．自然科学进展,2001,11(11):1175—1180．
[18]李 宁,张平,陈蕴生．裂隙岩体试验研究进展与思考[C]／／中国岩石力学与工程学会．中国岩石力学与工程学会第七次学术大会论 文集．北京:中国科学技术出版社,2002:63—69．
[19]徐建光．预置非贯通裂隙试样疲劳特性试验研究[D]．陕西西安:西安理工大学,2004．
[20]张平．裂隙介质静动应力条件下的破坏模式与局部化渐进破损模型研究[D]．陕西西安:西安理工大学,2004．
[21] Roberto R. Seismically induced landslide displacements:a predictive mode[J]. Eng Geol,2000,58(3) :337-351.
[22]刘汉东．考虑地震历时影响的岩质边坡楔体稳定性分析与计算[J]．华北水利水电学院院报,1991,(4):35—40．
[23]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．
[24]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．
[25]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．
[26]孙钧．岩石动力学研究的若干问题[C]／／中国岩石力学与工程学会．中国岩石力学与工程学会第七次学术大会论文集．北京:中国科 学技术出版社,2002:4-8．
[27]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．
[28]彭定,陈玲玲．三峡船闸高边坡在地震作用下的稳定性分析[J]．长江科学院院报,2001,18(6):47—49．
[29]薛守义．地震条件下岩体边坡的稳定性研究[M]／／刘汉东,路新景,霍润科．岩石力学理论与工程实践．郑州:黄河水利出版社,1997．
[30]洪海春,徐卫亚．地震作用下岩质边坡稳定性分析综述[J]．岩石力学与工程学报,2004(增刊1):4 827—4 836．
[31]毛彦龙,胡广韬,毛新虎,等．地震滑坡启程剧动的机理研究及离散元模拟[J]．工程地质学报,2001,9(1):74—80．
[32]陶连金,苏生瑞,张倬元,等．节理岩体边坡的动力稳定性分析[J]．工程地质学报,2001,9(1):32—38．
[33]黄润秋,许强．显式拉格朗日差分法在岩石边坡工程中的应用[J]．岩石力学与工程学报,1995,14(4):346—354．
[34]祁生文.边坡动力响应研究及应用[D]．北京:中国科学院地质与地球物理研究所,2002．
[35]刘春玲,祁生文,童立强,等．利用FLAC3D分析某边坡地震稳定性[J]．岩石力学与工程学报,2004,23(16):2730—2733．
[36]孙进忠,陈祥,王余庆．岩土边坡地震崩滑的三级评判预测[J]．地震研究,2004,27(3):256—264．
[37]辛鸿博,王余庆．岩土边坡崩滑及其初判准则[J]．岩土工程学报,1999,21(5):591-594．
[38] 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[J]．岩土工程学报,2001,23(3):311-314．
[39]王存玉,王思敬．边坡模型振动试验研究[M]／／王思敬．岩体工程地质力学问题(七)．北京:科学出版社,1987.
[40]张平,吴德伦．动荷载下边坡滑动的试验研究[J]．重庆建筑大学学报,1997,19(2):80-86．
[41]李海渡.地震作用下岩体力学的响应及工程安全[R]．武汉:中国科学院武汉岩土力学研究所,2005.
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