露天矿高陡边坡稳定性研究现状及发展趋势
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摘要
在收集整理国内外相关资料的基础上,从边坡稳定性分析方法、边坡监测、预测预报方法等方面总结了目前边坡稳定性研究方法及预测预报研究现状,分析露天矿边坡的工程特点,指出当前露天矿边坡稳定性研究存在的问题,提出"边坡岩体渐进损伤破坏是边坡岩体失稳前兆本质特征"这一学术思路,认为边坡稳定性及预测预报研究发展趋势为建立基于微震监测信息反演的边坡岩体内部损伤演化模型,提出露天矿边坡岩体强度参数识别表征方法和动态稳定性评价方法,寻求边坡失稳过程岩体内部"空间"损伤劣化的微震活动性、强度弱化与边坡动态失稳之间的联系,以微震前兆信息和边坡岩体强度储备系数为失稳判据,实现露天矿边坡稳定性动态分析预测。
Based on the collection and review of the domestic and foreign literatures related to rock slopes,the situations and future development of slope stability analysis and monitoring are summarized in the aspect of methods for rock slope analysis,monitoring and forecast approaches.And especially,the characteristics of open-pit slope are analyzed in detail.The questions existing in the studies of open-pit slope stability are also pointed out.Further,a thought that the progressive damage evolution namely acoustic emission is the nature of rock slope instability is proposed;and the future development of studies of rock stability as well as forecasting methods are given.Firstly,the model which can calculate damage of rock slope from back analysis of the basis of microseismic monitoring data should be built;and the characterization methods of strength parameters of rock mass and evaluation methods of dynamic stability in open-pit slope engineering should be developed.These can give objective evidence to the strength reduction method for rock slope and provide mechanical basis for microseismic monitoring.Secondly,the relationship between microseismic activity,degradation of rock mass strength and slope dynamic instability will be investigated.Finally,precursory information of microseism and safety factor of slope are selected to form combined unstable criterion;and the prediction of rock slope instability and dynamic analysis of open-pit slope stability can be realized.
Based on the collection and review of the domestic and foreign literatures related to rock slopes,the situations and future development of slope stability analysis and monitoring are summarized in the aspect of methods for rock slope analysis,monitoring and forecast approaches.And especially,the characteristics of open-pit slope are analyzed in detail.The questions existing in the studies of open-pit slope stability are also pointed out.Further,a thought that the progressive damage evolution namely acoustic emission is the nature of rock slope instability is proposed;and the future development of studies of rock stability as well as forecasting methods are given.Firstly,the model which can calculate damage of rock slope from back analysis of the basis of microseismic monitoring data should be built;and the characterization methods of strength parameters of rock mass and evaluation methods of dynamic stability in open-pit slope engineering should be developed.These can give objective evidence to the strength reduction method for rock slope and provide mechanical basis for microseismic monitoring.Secondly,the relationship between microseismic activity,degradation of rock mass strength and slope dynamic instability will be investigated.Finally,precursory information of microseism and safety factor of slope are selected to form combined unstable criterion;and the prediction of rock slope instability and dynamic analysis of open-pit slope stability can be realized.
引文
[1]孙玉科,杨志法,丁恩保,等.中国露天矿边坡稳定性研究[M].北京:中国科学技术出版社,1999.
[2]杨天鸿,解连库,唐春安,等.抚顺西露天矿北帮边坡治理工程效果初步评价[J].岩石力学与工程学报,2005,24(11):1841-1846.YANG Tian-hong,XIE Lian-ku,TANG Chun-an,et al.Effect evaluation of distortion for north project of side slope in Fushun west open cast[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(11):1841-1846.
[3]卢世宗.我国矿山边坡研究的基本情况和展望[C]//第四届全国工程地质大会文集.青岛:中国海洋科学出版社,1992:6-10.
[4]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[博士学位论文D].北京:中国地震局地质研究所,2004.
[5]孙玉科,李建国.岩质边坡稳定性的工程地质研究[J].地质科学,1965,(4):330—352.SUN Yu-ke,LEE Jian-guo.Engineering geological studies of the stability of slope in rock[J].Chinese Journal of Geology(Scientia Geologica Sinica),1965,(4):330—352.
[6]孙玉科,倪会宠,姚宝魁.边坡岩体稳定性分析[M].北京:科学出版社,1988.
[7]孙广忠.岩体结构力学[M].北京:科学出版社,1988.
[8]孙玉科,姚宝魁.我国岩质边坡变形破坏的主要地质模式[J].岩石力学与工程学报,1983,2(1):67—76.SUN Yu-ke,YAO Bao-kui.Principal geological models of deformation and failure of rock slopes in China[J].Chinese Journal of Rock Mechanics and Engineering,1983,2(1):67—76.
[9]SARMA S K.Stability analysis of embankments and slope[J].Journal of Geotechnical Engineering,1979,105:1511-1524.
[10]刘汉东,贾金禄.岩土工程数值计算方法[M].郑州:黄河水利出版社,1998.
[11]CHEN Z Y,MOGENSTERN N R.Extensions of the generalized method of slices of stability analysis[J].Canadian Geotechnical Journal,1983,20(l):104-119.
[12]陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001,23(5):525-529.CHEN Zu-yu,MI Hong-liang,WANG Xiao-gang.A three-dimensional limit equilibrium method for slope stability analysis[J].Chinese Jounal of Geotechnical Engineering,2001,23(5):525-529.
[13]朱大勇,钱七虎.三维边坡严格与准严格极限平衡解答及工程应用[J].岩石力学与工程学报,2007,26(8):1513-1528.ZHU Da-yong,QIAN Qi-hu.Rigorous and quasi-rigorous limit equilibrium solutions of 3D slope stability and application to engineering[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1513-1528.
[14]郑宏.严格三维极限平衡法[J].岩石力学与工程学报,2007,26(8):1530-1537.ZHENG Hong.A rigorous three-dimensional limit equilibrium method[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1530-1537.
[15]潘家铮.建筑物的抗滑稳定和滑坡分析[M].北京:水利出版社,1980.
[16]潘家铮.关于重力坝的深层抗滑稳定问题[J].四川水力发电,1983,(1):6-18.
[17]DONALD L,CHEN Z Y.Slope stability analysis by the upper bound approach:Fundamental and methods[J].Canadian Geotechnical Journal,1997,34(6):853-862.
[18]陈祖煜.土力学经典问题的极限分析上、下限解.岩土工程学报,2002,24(1):1-11.CHEN Zu-yu.Limit analysis for the classic problems of soil mechanics[J].Chinese Jounal of Geotechnical Engineering,2002,24(1):1-11.
[19]CUNDALL P A.A computer model for simulating progressing large-scale movements in blocky systems[C]//Proceedings of the Symposium of the International Society of Rock Mechanics.Rotterdam:A.A Balkema,1971,1:8-12.
[20]寇晓东,周维垣,杨若琼.FLAC-3D进行三峡船闸高边坡稳定分析[J].岩石力学与工程学报,2001,19(5):630-633.KOU Xiao-dong,ZHOU Wei-yuan,YANG Ruo-qiong.Stability analysis on the high slopes of Three Gorges shiplock using FLAC-3D[J].Chinese Journal of Rock Mechanics and Engineering,2001,19(5):630-633.
[21]王泳嘉,邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工学院出版社,1991.
[22]麻凤海,王泳嘉.地层沉降控制的可变形离散单元模拟[J].岩石力学与工程学报,1999,18(2):176-179.MA Feng-hai,WANG Yong-jia.Imitation of stratum subsidence control with deformable discrete element method[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(2):176-179.
[23]黄润秋.边坡治理工程的数值模拟研究[J].地质灾害与环境保护,1996,7(1):69-76.HUANG Run-qiu.Numerical simulation of reinforcement works of rock slopes[J].Journal of Geological Hazards and Enveronment Preservation,1996,7(1):69-76.
[24]黄盛铨,刘君,孔宪京.强度折减DDA法及其在边坡稳定分析中的应用[J].岩石力学与工程学报,2008,27(增1):1799-1806.HUANG Sheng-quan,LIU Jun,KONG Xian-jing.DDA with strength reduction technique and its application to stability analysis of rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.1):1799-1806.
[25]张国新,赵妍,石根华,等.模拟岩石边坡倾倒破坏的数值流形法[J].岩土工程学报,2007,29(6):800-805.ZHANG Guo-xin,ZHAO Yan,SHI Gen-hua,et al.Toppling failure simulation of rock slopes by numerical manifold method[J].Chinese Journal of Geotechnical Engineering,2007,29(6):800-805.
[26]郑智能,张永兴,董强,等.边坡落石灾害的颗粒流模拟方法[J].中国地质灾害与防治学报,2008,19(3):46-49.ZHENG Zhi-neng,ZHANG Yong-xing,DONG Qiang,et al.Visual simulation of rock-fall of slope based on particle flow theory[J].The Chinese Journal of Geological Hazard and Control,2008,19(3):46-49.
[27]李连崇,唐春安,邢军,等.节理岩质边坡变形破坏的RFPA模拟分析[J].东北大学学报,2006,27(5):559-562.LI Lian-chong,TANG Chun-an,XING Jun,et al.Numerical simulation and analysis of deformation and failure of jointed rock slopes by RFPA-slope[J].Journal of Northeastern University,2006,27(5):559-562.
[28]ZOU J Z,WILLIAMS D J.Search for critical slip surface based on finite element method[J].Canadian Geo-technical Journal,1995,32(l):233-24.
[29]DUNCAN J M.State of the art:Limit equilibrium and finite element analysis of slopes[J].Journal of Geotechnical Engineering,1996,22(7):577-596.
[30]DAWSON E M,ROTH W H,DRESCHER A.Slope stability analysis by strength reduction[J].Geotechnique,1999,49(6):835-840.
[31]郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):3381-3388.ZHENG Ying-ren,ZHAO Shang-yi.Application of strength reduction FEM in soil and rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3381-3388.
[32]栾茂田,武亚军,年廷凯.强度折减有限元法中边坡失稳的塑性区判据及其应用[J].防灾减灾工程学报,2003,23(3):1-8.LUAN Mao-tian,WU Ya-jun,NIAN Ting-kai.A criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM[J].Journal of Seismology,2003,23(3):1-8.
[33]连镇营,韩国城,孔宪京.强度折减有限元法研究开挖边坡的稳定性[J].岩土工程学报,2001,23(4):407-411.LIAN Zhen-ying,HAN Guo-cheng,KONG Xian-jing.Stability analysis of excavation by strength reduction FEM[J].Chinese Journal of Geotechnical Engineering,2001,23(4):407-411.
[34]陈善攀.土质边坡稳定可靠度分析遗传算法方法与程序设计[硕士学位论文D].长沙:中南大学,2008.
[35]祝玉学.边坡可靠性分析[M].北京:冶金工业出版社,1993.
[36]刘汉东.水电工程岩质高边坡安全度标准研究[J].华北水利水电学院学报,1998,l9(1):40-44.LIU Han-dong.Safety standard of slope stability in hydroelectric project[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1998,l9(1):40-44.
[37]苏永华,何满潮.利用矩点估计法简化响应面可靠度指标的计算[J].工程力学,2007,24(7):11-15.SU Yong-hua,HE Man-chao.Simplified calculation of reliability index in response surface method by point estimation of probability moment[J].Engineering Mechanics,2007,24(7):11-15.
[38]徐钟济.蒙特卡罗方法[M].上海:上海科学技术出版社,1996.
[39]郑铎,吴世伟.土坝稳定可靠度分析方法初探[C]//全国第三届工程结构可靠性学术会议论文集.南京:[s.n.],1992,612-617.
[40]姚耀武,陈东伟.土坡稳定可靠度分析[J].岩土工程学报,1994,16(2):80-87.YAO Yao-wu,CHEN Dong-wei.Reliability analysis of slope stability[J].Chinese Journal of Geotechnical Engineering,1994,16(2):80-87.
[41]松尾稔[日].地基工程学——可靠性设计的理论和实践[M].北京:人民交通出版社,1990.
[42]高谦,王思敬.龙滩水电站船闸高边坡的可靠度分析[J].岩石力学与工程学报,1991,10(l):83-95.GAO Qian,WANG Si-jing.A reliability analysis of high rock slope for the Longtan hydropower project[J].Chinese Journal of Rock Mechanics and Engineering,1991,10(l):83-95.
[43]王家臣.边坡工程随机分析原理[M].北京:煤炭科学出版社,1996.
[44]张社荣,贾世军,郭怀志.岩石边坡稳定的可靠度分析.岩土力学,1999,20(2):57-66.ZHANG She-rong,JIA Shi-jun,GUO Huai-zhi.Reliability analysis of the rock slope stability[J].Rock and Soil Mechanics,1999,20(2):57-66.
[45]赵寿刚,兰雁,沈细中,等.蒙特卡罗法在土质边坡可靠性分析中的应用[J].人民黄河,2006,28(5):65-66.ZHAO Shou-gang,LAN Yan,SHEN Xi-zhong,et al.Monte Carlo method in reliability analysis of earth slopes applications[J].Yellow River,2006,28(5):65-66.
[46]高谦,牟会宠,杜永康,大冶铁矿东露天扩帮区边坡有限元分析及稳定性可靠度分析[C]//岩土力学数值方法的工程应用——第二届全国岩石力学数值计算与模型实验学术研讨会论文集.[S.l.]:[s.n.],1990.
[47]LI K S,LUMB P.Probabilistic design of slopes[J].Canadian Geotechnical Journal,1987,24(4):520-535.
[48]李庆安,潘玉琴,边艳哲.黄河利津段堤防边坡稳定可靠性分析的探讨[J].山东水利,2006,1:38-39.LI Qing-an,PAN Yu-qing,BIAN Yan-zhe.Section of the Yellow River dike Lijin reliability analysis of slope stability[J].Shandong Water Resources,2006,1:38-39.
[49]解守益.三峡库区典型滑坡的可靠度研究[硕士学位论文D].北京:中国科学院地质研究所,1995.
[50]孙民伟,李小根,王玲玲.小浪底进水口边坡的可靠度分析中若干规律的探讨[J].华北水利水电学院学报,2005,26(4):51-54.SUN Min-wei,LI Xiao-gen,WANG Ling-ling.Discussion on the laws of structural reliability of the intake slope for Xiaolangdi project[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2005,26(4):51-54.
[51]晏同珍,殷坤龙,伍法权,等.滑坡定量预测研究的进展[J].水文地质工程地质,1988,(6):8-14.YAN Tong-zhen,YIN Kun-long,WU Fa-quan,et al.Progress in quantitative prediction of landslide[J].Hydrogeology and Engineering Geology,1988,(6):8-14.
[52]郑颍人,赵尚毅,时卫民,等.边坡稳定分析的一些进展[J].地下空间,2001,21(4):262-338.ZHENG Ying-ren,ZHAO Shang-yi,SHI Wei-ming,et al.Progress in analysis of slope stability[J].Underground Space,2001,21(4):262-338.
[53]王劲松,陈正阳,梁光华.GPS一机多天线公路高边坡实时监测系统研究[J].岩土力学,2009,30(5):1532-1536.WANG Jin-song,CHEN Zheng-yang,LIANG Guang-hua.Study of real time monitoring system of highway steep slopes based on GPS with multi-antenna[J].Rock and Soil Mechanics,2009,30(5):1532-1536.
[54]史云,陈实,冯苍旭,等.地质灾害监测新仪器——激光微小位移监测系统[J].中国地质灾害与防治学报,2002,3(1):72-77.SHI Yun,CHEN Sh,FENG Cang-xu,WANG Shi-ding.A new instrument on geological hazard monitoring——Laser monitoring system on displacement[J].The Chinese Journal of Geological Hazard and Control,2002,3(1):72-77.
[55]FRUNEAU B,ACHACHE J,DELACOURT C.Observation and modeling of the Saint-Etienne-de-tine landslide using SAR interferometry[J].Tectonophys,1996,265(3-4):181-190.
[56]张青,史彦新,朱汝烈.TDR滑坡监测技术的研究[J].中国地质灾害与防治学报,2001,6(2):67-69.ZHANG Qing,SHI Yan-xin,ZHU Ru-lie.The study on landslide monitoring with TDR technology[J].The Chinese Journal of Geological Hazard and Control,2001,6(2):67-69.
[57]谭捍华,傅鹤林.TDR技术在公路边坡监测中的应用试验[J].岩土力学,2010,31(4):1331-1336.TAN Han-hua,FU He-lin.Testing study of application of time domain reflectometry to highway slope monitoring[J].Rock and Soil Mechanics,2010,31(4):1331-1336.
[58]邓建辉,王浩,姜清辉,等.利用滑动变形计监测岩石边坡松动区[J].岩石力学与工程学报,2002,21(2):180-184.DENG Jian-hui,WANG Hao,JIANG Qing-hui,et al.Monitor of disturbed zone for rock slope by sliding deformeter[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(2):180-184.
[59]严明,苗放,王士天,等.岩体声发射监测在马步坎高边坡岩体稳定研究中的应用[J].地质灾害与环境保护,1998,9(1):29-33.YAN Ming,MIAO Fang,WANG Shi-tian,et al.The application of accoustic emission mornitoring to rock mass stability study of Mabukan high slope[J].Journal of Geological Hazards and Environment Preservation,1998,9(1):29-33.
[60]李金河,玉国进.永久船闸边坡稳定性声发射监测[J].岩土力学,2001,22(2):478-480.LI Jin-he,YU Guo-jin.The AE monitoring of stabbility on the high slopes of the Three-Gorges permanent shiplock[J].Rock and Soil Mechanics,2001,22(2):478-480.
[61]SOULEY M,HOMAND F,PEPA S,et al.Damage-induced permeability changes in granite:A case example at the URL in Canada[J].International Journal of Rock Mechanics&Mining Sciences,2001,(38):297-310.
[62]傅鹤林,桑玉发.采场冒顶的声发射预测预报[J].岩石力学与工程学报,1996,15(2):109-114.FU He-lin,SANG Yu-fa.Stope roof fall prediction of acoustic emission[J].Chinese Journal of Rock Mechanics and Engineering,1996,15(2):109-114.
[63]毛建华,曹庆林,桑玉发.利用声发射技术预报采场冒顶的新方法[J].化工矿山技术,1996,2:10-12.MAO Jian-hua,CAO Qing-lin,SANG Yu-fa.A new approach to predict stope roof fall by using AE monitoring technique[J].Chemical Mining Technology,1996,2:10-12.
[64]曹庆林,余克圣,桑玉发.采场冒顶灾害的声发射预报技术[J].中国有色金属学报,1996,6(2):7-12.CAO Qing-lin,YU Ke-sheng,SANG Yu-fa.Intelligent prediction of roof fall by AE technique[J].Transactions of Nonferrous Metals Society of China,1996,6(2):7-12.
[65]姜福兴,叶根喜,王存文,等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9):1932-1938.JIANG Fu-xing,YE Gen-xi,WANG Cun-wen,et al.Application of high-precision microseismic monitoring technique to water inrush monitoring in coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1932-1938.
[66]陆菜平,窦林名,吴兴荣,等.岩体微震监测的频谱分析与信号识别[J].岩土工程学报,2005,27(7):772-775.LU Cai-ping,DOU Lin-ming,WU Xing-rong,et al.Frequency spectrum analysis on microseismic monitoring and signal differentiation of rock material[J].Chinese Journal of Geotechnical Engineering,2005,27(7):772-775.
[67]李庶林,尹贤刚,郑文达,等.凡口铅锌矿多通道微震监测系统及其应用研究[J].岩石力学与工程学报,2005,24(12):2048-2053.LI Shu-lin,YIN Xian-gang,ZHENG Wen-da,et al.Research of multi-channel microseismic monitoring system and its application to Fankou lead-zinc mine[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(12):2048-2053.
[68]秦四清,李造鼎.岩石声发射技术概论[M].成都:西南交通大学出版社,1993.
[69]杨远清,侯克鹏.声发射技术在某露天矿边坡稳定性监测中的运用[J].矿业快报,2008,11:102-104.YANG Yuan-qing,HOU Ke-peng.Acoustic emission monitoring of slope stability in a pit in the use[J].Express Information of Mining Industry,2008,11:102-104.
[70]CAI M,MORIOKA H,KAISER P K.Back-analysis of rock mass strength parameters using AE monitoring data[J].Int.J.of Rock Mach.Min.Sci.,2007,44:538-549.
[71]CAI M,MORIOKA H,KAISER P K,et al.FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations[J].Int.J.of Rock Mach.Min.Sci.,2007,44:550-564.
[72]杨天鸿,芮勇勤,朱万成,等.炭质泥岩泥化夹层的流变特性及长期强度[J].实验力学,2008,23(5):396-402.YANG Tian-hong,RUI Yong-qin,ZHU Wan-cheng,et al.Rheological characteristics and long-term strenth of siltized intercalation interbeded in peat mudstone[J].Journal of Experimental Mechanics,2008,23(5):396-402.
[73]GEERALT V D H,JOACHIM R,THOMAS M,et al.Finite element simulation of a slow moving natural slope in the Upper-Austrian Alps using a visco-hypoplastic constitutive model[J].Geomorphology,2009,(103):136-142.
[74]KILBURN C R J,PETLEY D N.Forecasting giant,catastrophic slope collapse:Lessons from Vajont,northern Italy[J].Geomorphology,2003(54):21-32.
[75]陈卫兵,郑颖人,冯夏庭,等.考虑岩土体流变特性的强度折减法研究[J].岩土力学,2008,29(1):101-105.CHEN Wei-bing,ZHENG Ying-ren,FENG Xia-ting,et al.Study on strength reduction technique considering rheological property of rock and soil medium[J].Rock and Soil Mechanics,2008,29(1):101-105.
[76]郑东健,顾冲时,吴中如.边坡变形的多因素时变预测模型[J].岩石力学与工程学报,2005,24(17):3180-3184.ZHENG Dong-jian,GU Chong-shi,WU Zhong-ru.Time series evolution forecasting model of slope deformation based on multiple factors[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3180-3184.
[77]张我华,金伟良,李鸿波.岩石边坡稳定性的随机损伤力学分析[J].水利学报,2005,36(4):413-419.ZHANG Wo-hua,JIN Wei-liang,LI Hong-bo.Stability analysis of rock slope based on random damage mechanics[J].Journal of Hydraulic Engineering,2005,36(4):413-419.
[78]王家臣,常来山,陈亚军.节理岩体边坡概率损伤演化规律研究[J].岩石力学与工程学报,2006,25(7):1396-1401.WANG Jia-chen,CHANG Lai-shan,CHEN Ya-jun.Study on probability damage evolutionary rule of jointed rock mass slope[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(7):1396-1401.
[79]杨学堂,王飞.边坡稳定性评价方法及发展趋势[J].岩土工程技术,2004,18(2):103-106.YANG Xue-tang,Wang Fei.Evaluation method of slope stability and its developing trend[J].Geotechnical Engineering Technique,2004,18(2):103-106.
[80]李守巨,刘迎曦,孙伟.智能计算与参数反演[M].北京:科学出版社,2008.
[81]刘汉东,姜彤,黄志全,等.岩体力学参数优选理论及应用[M].郑州:黄河水利出版社,2006.
[82]LI A J,MERIFIELD R S,LYAMIN A V.Stability charts for rock slopes based on the Hoek-Brown failure criterion[J].International Journal of Rock Mechanics and Mining Sciences,2008,(45):689-700.
[83]HYUCK-JIN P T,WEST T R,WOO I K.Probabilistic analysis of rock slope stability and random properties of discontinuity parameters,interstate highway 40,Western North Carolina,USA[J].Engineering Geology 2005,(79):230-250.
[84]LIU Y C,CHEN C S.A new approach for application of rock mass classification on rock slope stability assess-ment[J].Engineering Geology,2007,89(11):129-143.
[85]LYSANDROS P.Rock slope stability assessment through rock mass classification systems[J].International Journal of Rock Mechanics and Mining Sciences,2009,(46):315-325.
[86]山田刚二,渡正亮,小岛澄治.滑坡和斜坡崩塌及其防治[M].北京:科学出版社,1980.
[87]伍法权,王年生.一种滑坡位移动力学预报方法探讨[J].中国地质灾害与防治学报,1996,7(增刊):38-41.WU Fa-quan,WANG Nian-sheng.An embryo of dynamical analysis method on landslide displacement[J].The Chinese Journal of Geological Hazard and Control,1996,7(Supp.):38-41.
[88]晏同珍,殷坤龙,伍法权,等.滑坡定量预测研究的进展[J].水文地质工程地质,1988,(6):8-14.YAN Tong-zhen,YIN Kun-long,WU Fa-quan,et al.Progress in quantitative prediction of landslide[J].Hydrogeology and Engineering Geology,1988,(6):8-14.
[89]邓聚龙.灰色控制系统[M].武汉:华中工学院出版社,1985.
[90]陈明东,王兰生.边坡变形破坏的灰色预报方法[C]//全国第三次工程地质大会论文选集(下).成都:成都科技大学出版社,1988:1226-1240.
[91]蒋刚,林鲁生,刘祖德,等.边坡变形的灰色预测模型[J].岩土力学,2000,21(3):244-246.JIANG Gang,LIN Lu-sheng,LIU Zu-de,et al.Prediction grey model for slope displacement[J].Rock and Soil Mechanics,2000,21(3):244-246.
[92]郝小员,郝小红,熊红梅,等.滑坡时间预报的非平稳时间序列方法研究[J].工程地质学报,1999,7(3):279-283.HAO Xiao-yuan,HAO Xiao-hong,XIONG Hong-mei,et al.Research on landslide time forecast by the unstable time series method[J].Journal of Engineering Geology,1999,7(3):279-283.
[93]周创兵,陈益峰.基于相空间重构的边坡位移预测[J].岩土力学,2000,21(3):205-208.ZHOU Chuang-bing,CHEN Yi-feng.Application of phase space reconstruction in slope displacement forecasting[J].Rock and Soil Mechanics,2000,21(3):205-208.
[94]赵洪波,冯夏庭.非线性位移时间序列预测的进化——支持向量机方法及应用[J].岩土工程学报,2003,25(4):468-471.ZHAO Hong-bo,FENG Xia-ting.Study and application of genetic-support vector machine for nonlinear displacement time series forecasting[J].Chinese Journal of Geotechnical Engineering,2003,25(4):468-471.
[95]刘华明,齐欢,蔡志强.滑坡预测的非线性混沌模型[J].岩石力学与工程学报,2003,22(3):434-437.LIU Hua-ming,QI Huan,CAI Zhi-qiang.Nonlinear chaotic model of landslide forecasting[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(3):434-437.
[96]唐璐,齐欢.混沌和神经网络结合的滑坡预测方法[J].岩石力学与工程学报,2003,33(12):1984-1987.TANG Lu,QI Huan.Prediction of landslide based on chaos and neural networks[J].Chinese Journal of Rock Mechanics and Engineering,2003,33(12):1984-1987.
[97]李邵军,冯夏庭,杨成祥,黄河.基于三维地理信息的滑坡监测及变形预测智能分析[J].岩石力学与工程学报,2004,23(24):3673-3678.LI Shao-jun,FENG Xia-ting,YANG Cheng-xiang,et al.Landslide monitoring and intelligent analysis on deformation prediction based on three dimensional geographic information[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(24):3673-3678.
[98]冯夏庭.智能岩石力学导论[M].北京:科学出版社,2000.
[99]吕金虎,陈益峰,张锁春.基于自适应神经网络的边坡位移预测[J].系统工程理论与实践,2001,12:124-129.LIU Jin-hu,CHEN Yi-feng,ZHANG Suo-chun.Slope displacement forecast based on adaptive neural network[J].Systems Engineering-theory&Practice,2001,12:124-129.
[100]唐璐,齐欢.混沌和神经网络结合的滑坡预测方法[J].岩石力学与工程学报,2003,22(12):434-437.TANG Lu,QI Huan.Prediction of landslide based on chaos and neural networks[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(12):434-437.
[101]胡铁松,王尚庆,滑坡预测的改进前馈网络方法研究[J].自然灾害学报,1998,7(1):53-58.HU Tie-song,WANG Shang-qing.Modified neural network for landslide prediction[J].Journal of Natural Disasters 1998,7(1):53-58.
[102]吴承祯,洪伟.滑坡预报的BP-GA混合算法[J].山地学报,2000,18(4):360-364.WU Cheng-zen,HONG Wei.BP-GA mixed algorithms for landslide prediction[J].Journal of Mountain Research,2000,18(4):360-364.
[103]高玮.基于人工神经网络的岩土工程位移预测研究[J].武汉工业学院学报,2004,23(1):55-61.GAO Wei.Study on neural network model for displacement prediction in geotechnical engineering[J].Journal of Wuhan Polytechnic University,2004,23(1):55-61.
[104]黄润秋,许强.突变理论在工程地质中的应用[J].工程地质学报,1993,1:65-73.HUANG Run-qiu,XU Qiang.Application of catastrophe theory to engineering geology[J].Journal of Engineering Geology,1993,1:65-73.
[105]黄润秋,许强.斜坡失稳时间的协同预测模型[J].山地研究,1997,15(1):7-12.HUANG Run-qiu,XU Qiang.Synergetic prediction model of slope instability[J].Journal of Mountain Research,1997,15(1):7-12.
[106]秦四清,张倬元,王士天,等.应用重正化群理论探讨斜坡滑动面演化的普适性质[J].地质灾害与环境保护,1993,4(1):49-52.QIN Si-qing,ZHANG Zhuo-yuan,WANG Shi-tian,et al.Application of the renormalization group theory of the evolution of the slope universal nature of sliding surface[J].Journal of Geological Hazards and Environment Preservtion,1993,4(1):49-52.
[107]刘华明,齐欢,蔡志强.滑坡预测的非线性混沌模型[J].岩石力学与工程学报,2003,22(3):434-437.LIU Hua-ming,Qi Huan,Cai Zhi-qiang.Nonlinear chaotic model of landslide forecasting[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(3):434-437.
[108]张玉池.边坡失稳地球物理特征及其应用研究[博士学位论文D].长沙:中南大学,2007.
[109]崔政权,李宁.边坡工程——理论与实践新发展[M].北京:水利水电出版社,2001.
[110]谢和平,刘夕才,王金安.关于21世纪岩石力学发展战略的思考[J].岩土工程学报,1996,2(4):98-102.XIE He-ping,LIU Xi-cai,WANG Jin-an.The development of rock mechanics in the 21st century strategy[J].Chinese Journal of Geotechnical Engineering,1996,2(4):98-102.
[111]郑颖人,刘兴华.近代非线性科学与岩石力学问题[J].岩土工程学报,1996,18(1):98-100.ZHENG Ying-ren,LIU Xing-hua.Modern nonlinear science and rock mechanics problems[J].Chinese Journal of Geotechnical Engineering,1996,18(1):98-100.
[112]韩崇昭,朱洪艳,段战胜,等.多源信息融合[M].北京:清华大学出版社,2006.
[113]谢谟文,蔡美峰.信息边坡工程学的理论与实践[M]北京:科学出版社,2005.
[114]谢谟文,蔡美峰,江崎哲郎.基于GIS边坡稳定三维极限平衡方法的开发及应用[J].岩土力学,2006,27(1):117-122.XIE Mo-wen,CAI Mei-feng,ESAKI Tetsuro.GIS-based three-dimensional slope stability limit equilibrium method and application[J].Rock and Soil Mechanics,2006,27(1):117-122.
[115]XIE M W,ESAKI T,CAI M F.A GIS-based method for the critical 3D slip surface in a slope[J].Computers and Geotechniques,2004,31(4):267-277.
[116]CARRARA A,CARDINALI M,DETTI R,et al.GIS techniques and statistical models in evaluating landslide hazard[J].Earth Surface Process and Landforms,1991,16:427-445.
[117]CARRARA A,GUZZETTI F,CARDINALI M,et al.Use of GIS technology in the prediction and monitoring of landslide hazard[J].Natural Hazard,1999,20:117-135.
[118]BRUNSDEN D.Some geomorphological considerations for the future development of landslide models[J].Geomorphology,1999,30:13-24.
[119]CHEN Z Y,SHAO C M.Evaluation of minimum factor of safety in slope stability analysis[J].Canadian Geotechnical Journal,1988,25:735-748.
[120]HUNGR O.An extension of Bishop’s simplified method of slope stability analysis to three dimensions[J].Geotechnique,1987,37(1):113-117.
[121]JOSEPH M M,WILLIAN M.Using GIS in probabilistic assessment of earthquake triggered landslide hazard[J].Journal of Earthquake Engineering,1998,2(4):593-623.
[122]XIE M,ESAKI T,ZHOU G,et al.GIS-based 3D critical slope stability analysis and landslide hazard assessment[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(12):1109-1118.
[123]夏熙伦,周火明,盛谦,等.三峡工程船闸高边坡岩体松动区及其性状[J].长江科学院院报,1999,16(4):1-5.XIA Xi-lun,ZHOU Huo-ming,SHENG Qian,et al.Excavation loosened zone and mechanical behaviors of rock mass of lock's high slope of TGP[J].Journal of Yangtze River Scientific Research Institute,1999,16(4):1-5.
[124]DENG J H,LEE C F,XR G E.Characterization of the disturbed zone in a large rock excavation for the Three Gorges project[J].Canadian Geotechnical Journal,2001,38(1):95-106.
[125]SHENG Q,YUE Z Q,LEE C F,et al.Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges project,China[J].International Journal of Rock Mechanics and Mining Sciences,2002,39:165-184
[126]周火明,盛谦,李维树,等.三峡船闸边坡卸荷扰动区范围及岩体力学性质弱化程度研究[J].岩石力学与工程学报,2004,23(7):1078-1081.ZHOU Huo-ming,SHENG Qian,LI Wei-shu,et al.Excavation-disturbed zone and weaken degree of mechanical properties for rockmass of TGP shiplock slope[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(7):1078-1081.
[127]杨林德.岩土工程的反演理论与工程实践[M].北京:科学出版社,1996.
[128]杨志法,熊顺成,王存玉,等.关于位移反分析的某些考虑[J].岩石力学与工程学报,1995,14(1):11-16.YANG Zhi-fa,XIONG Shun-cheng,WANG Chu-nu,et al.Some consideration of the back-analysis from displacements[J].Chinese Journal of Rock Mechanics and Engineering,1995,14(1):11-16.
[129]李仲奎,莫兴华,王爱民,等.地下洞室松动区模型及其在反馈分析中的应用[J].水利水电技术,1999,(5):59-51.LI Zhong-kui,MO Xing-hua,WANG Ai-min,XU Qian-jun.Modelling and application in back analysis for the loosening zones in the surrounding rock mass of the underground powerhouse[J].Water Resources and Hydropower Engineering,1999,(5):59-51.
[130]盛谦,丁秀丽,冯夏庭,等.三峡船闸高边坡考虑开挖卸荷效应的位移反分析[J].岩石力学与工程学报,2000,19(增刊):987-993.SHENG Qian,DING Xiu-li,FENG Xia-ting,et al.Displacement back analysis for the high slope of the Three Gorges project considering the effect of excavation unloading[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(Supp.):987-993.
[131]DENG J H,LEE C F.Displacement back analysis for a steep slope at the Three Gorges project site[J].International Journal of Rock Mechanics and Mining Sciences,2001,38(2):259-268.
[132]邓建辉,李焯芬,葛修润.岩石边坡松动区与位移反分析[J].岩石力学与工程学报,2001,20(2):171-174.DENG Jian-hui,LEE C F,GE Xiu-run.Disturbed zones and displacement back analysis for rock slopes[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(2):171-174.
[133]陈胜宏,陈尚法,杨启贵.三峡工程船闸边坡的反馈分析[J].岩石力学与工程学报,2001,20(5):619-626.CHEN Sheng-hong,CHEN Shang-fa,YANG Qi-gui.Feedback analysis of the rock slope of the Three Gorges project shiplock[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(5):619-626.
[134]邓建辉,葛修润,李焯芬.三峡工程永久船闸边坡位移反分析回顾[J].岩石力学与工程学报,2004,23(17):2902-2906.DENG Jian-hui,GE Xiu-run,LI Chack-fan.Review on displacement back analysis for permanent shiplock slope of Three Gorges project[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(17):2902-2906.
[135]XIE H.Fractals in rock mechanics[M].Netherlands:A.A.Balkema Publishers,1993.
[136]谢和平.分形-岩石力学导论[M].北京:科学出版社,1996.
[137]谢和平.岩石、混凝土损伤力学[M].徐州:中国矿业大学出版社,1990.
[138]谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17):3003-3010.XIE He-ping,JU Yang,LI Li-yun.Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3003-3010.
[139]谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21):3565-3570.XIE He-ping,PENG Rui-dong,JU Yang.Energy dissipation of rock deformation and fracture[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(21):3565-3570.
[140]朱传云,卢文波,董振华.岩质边坡爆破振动安全判据综述[J].爆破,1997,14(4):13-17.ZHUN Chuan-yun,LU Wen-bo,DONG Zhen-hua.Rock slope safety criterion summary of blasting vibration[J].Blasting,1997,14(4):13-17.
[141]刘美山.特高陡边坡开挖爆破技术及其对边坡稳定性的影响[博士学位论文D].合肥:中国科学技术大学,2007.
[142]姜福兴,叶根喜,王存文,等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9):1932-1938.JIANG Fu-xing,YE Genxi,WANG Cun-wen,et al.Application of high-precision microseismic monitoring technique to water inrush monitoring in coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1932-1938.
[143]杨天鸿,于庆磊,陈仕阔,等.范各庄煤矿砂岩岩体结构数字识别及参数表征[J].岩石力学与工程学报.2009,28(12):2482-2489.YANG Tian-hong,YU Qing-lei,CHEN Shi-kuo,et al.Rock mass structure digital recognition and hydro-mechanical parameters characterization of sandstone in Fangezhuang coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(12):2482-2489.
[144]YANG T H,XU T,TANG C A.The deformation mechanism of a layered creeping coal mine slope and the associated stability assessments[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):525-525.
[2]杨天鸿,解连库,唐春安,等.抚顺西露天矿北帮边坡治理工程效果初步评价[J].岩石力学与工程学报,2005,24(11):1841-1846.YANG Tian-hong,XIE Lian-ku,TANG Chun-an,et al.Effect evaluation of distortion for north project of side slope in Fushun west open cast[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(11):1841-1846.
[3]卢世宗.我国矿山边坡研究的基本情况和展望[C]//第四届全国工程地质大会文集.青岛:中国海洋科学出版社,1992:6-10.
[4]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[博士学位论文D].北京:中国地震局地质研究所,2004.
[5]孙玉科,李建国.岩质边坡稳定性的工程地质研究[J].地质科学,1965,(4):330—352.SUN Yu-ke,LEE Jian-guo.Engineering geological studies of the stability of slope in rock[J].Chinese Journal of Geology(Scientia Geologica Sinica),1965,(4):330—352.
[6]孙玉科,倪会宠,姚宝魁.边坡岩体稳定性分析[M].北京:科学出版社,1988.
[7]孙广忠.岩体结构力学[M].北京:科学出版社,1988.
[8]孙玉科,姚宝魁.我国岩质边坡变形破坏的主要地质模式[J].岩石力学与工程学报,1983,2(1):67—76.SUN Yu-ke,YAO Bao-kui.Principal geological models of deformation and failure of rock slopes in China[J].Chinese Journal of Rock Mechanics and Engineering,1983,2(1):67—76.
[9]SARMA S K.Stability analysis of embankments and slope[J].Journal of Geotechnical Engineering,1979,105:1511-1524.
[10]刘汉东,贾金禄.岩土工程数值计算方法[M].郑州:黄河水利出版社,1998.
[11]CHEN Z Y,MOGENSTERN N R.Extensions of the generalized method of slices of stability analysis[J].Canadian Geotechnical Journal,1983,20(l):104-119.
[12]陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001,23(5):525-529.CHEN Zu-yu,MI Hong-liang,WANG Xiao-gang.A three-dimensional limit equilibrium method for slope stability analysis[J].Chinese Jounal of Geotechnical Engineering,2001,23(5):525-529.
[13]朱大勇,钱七虎.三维边坡严格与准严格极限平衡解答及工程应用[J].岩石力学与工程学报,2007,26(8):1513-1528.ZHU Da-yong,QIAN Qi-hu.Rigorous and quasi-rigorous limit equilibrium solutions of 3D slope stability and application to engineering[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1513-1528.
[14]郑宏.严格三维极限平衡法[J].岩石力学与工程学报,2007,26(8):1530-1537.ZHENG Hong.A rigorous three-dimensional limit equilibrium method[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1530-1537.
[15]潘家铮.建筑物的抗滑稳定和滑坡分析[M].北京:水利出版社,1980.
[16]潘家铮.关于重力坝的深层抗滑稳定问题[J].四川水力发电,1983,(1):6-18.
[17]DONALD L,CHEN Z Y.Slope stability analysis by the upper bound approach:Fundamental and methods[J].Canadian Geotechnical Journal,1997,34(6):853-862.
[18]陈祖煜.土力学经典问题的极限分析上、下限解.岩土工程学报,2002,24(1):1-11.CHEN Zu-yu.Limit analysis for the classic problems of soil mechanics[J].Chinese Jounal of Geotechnical Engineering,2002,24(1):1-11.
[19]CUNDALL P A.A computer model for simulating progressing large-scale movements in blocky systems[C]//Proceedings of the Symposium of the International Society of Rock Mechanics.Rotterdam:A.A Balkema,1971,1:8-12.
[20]寇晓东,周维垣,杨若琼.FLAC-3D进行三峡船闸高边坡稳定分析[J].岩石力学与工程学报,2001,19(5):630-633.KOU Xiao-dong,ZHOU Wei-yuan,YANG Ruo-qiong.Stability analysis on the high slopes of Three Gorges shiplock using FLAC-3D[J].Chinese Journal of Rock Mechanics and Engineering,2001,19(5):630-633.
[21]王泳嘉,邢纪波.离散单元法及其在岩土力学中的应用[M].沈阳:东北工学院出版社,1991.
[22]麻凤海,王泳嘉.地层沉降控制的可变形离散单元模拟[J].岩石力学与工程学报,1999,18(2):176-179.MA Feng-hai,WANG Yong-jia.Imitation of stratum subsidence control with deformable discrete element method[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(2):176-179.
[23]黄润秋.边坡治理工程的数值模拟研究[J].地质灾害与环境保护,1996,7(1):69-76.HUANG Run-qiu.Numerical simulation of reinforcement works of rock slopes[J].Journal of Geological Hazards and Enveronment Preservation,1996,7(1):69-76.
[24]黄盛铨,刘君,孔宪京.强度折减DDA法及其在边坡稳定分析中的应用[J].岩石力学与工程学报,2008,27(增1):1799-1806.HUANG Sheng-quan,LIU Jun,KONG Xian-jing.DDA with strength reduction technique and its application to stability analysis of rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.1):1799-1806.
[25]张国新,赵妍,石根华,等.模拟岩石边坡倾倒破坏的数值流形法[J].岩土工程学报,2007,29(6):800-805.ZHANG Guo-xin,ZHAO Yan,SHI Gen-hua,et al.Toppling failure simulation of rock slopes by numerical manifold method[J].Chinese Journal of Geotechnical Engineering,2007,29(6):800-805.
[26]郑智能,张永兴,董强,等.边坡落石灾害的颗粒流模拟方法[J].中国地质灾害与防治学报,2008,19(3):46-49.ZHENG Zhi-neng,ZHANG Yong-xing,DONG Qiang,et al.Visual simulation of rock-fall of slope based on particle flow theory[J].The Chinese Journal of Geological Hazard and Control,2008,19(3):46-49.
[27]李连崇,唐春安,邢军,等.节理岩质边坡变形破坏的RFPA模拟分析[J].东北大学学报,2006,27(5):559-562.LI Lian-chong,TANG Chun-an,XING Jun,et al.Numerical simulation and analysis of deformation and failure of jointed rock slopes by RFPA-slope[J].Journal of Northeastern University,2006,27(5):559-562.
[28]ZOU J Z,WILLIAMS D J.Search for critical slip surface based on finite element method[J].Canadian Geo-technical Journal,1995,32(l):233-24.
[29]DUNCAN J M.State of the art:Limit equilibrium and finite element analysis of slopes[J].Journal of Geotechnical Engineering,1996,22(7):577-596.
[30]DAWSON E M,ROTH W H,DRESCHER A.Slope stability analysis by strength reduction[J].Geotechnique,1999,49(6):835-840.
[31]郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):3381-3388.ZHENG Ying-ren,ZHAO Shang-yi.Application of strength reduction FEM in soil and rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(19):3381-3388.
[32]栾茂田,武亚军,年廷凯.强度折减有限元法中边坡失稳的塑性区判据及其应用[J].防灾减灾工程学报,2003,23(3):1-8.LUAN Mao-tian,WU Ya-jun,NIAN Ting-kai.A criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM[J].Journal of Seismology,2003,23(3):1-8.
[33]连镇营,韩国城,孔宪京.强度折减有限元法研究开挖边坡的稳定性[J].岩土工程学报,2001,23(4):407-411.LIAN Zhen-ying,HAN Guo-cheng,KONG Xian-jing.Stability analysis of excavation by strength reduction FEM[J].Chinese Journal of Geotechnical Engineering,2001,23(4):407-411.
[34]陈善攀.土质边坡稳定可靠度分析遗传算法方法与程序设计[硕士学位论文D].长沙:中南大学,2008.
[35]祝玉学.边坡可靠性分析[M].北京:冶金工业出版社,1993.
[36]刘汉东.水电工程岩质高边坡安全度标准研究[J].华北水利水电学院学报,1998,l9(1):40-44.LIU Han-dong.Safety standard of slope stability in hydroelectric project[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1998,l9(1):40-44.
[37]苏永华,何满潮.利用矩点估计法简化响应面可靠度指标的计算[J].工程力学,2007,24(7):11-15.SU Yong-hua,HE Man-chao.Simplified calculation of reliability index in response surface method by point estimation of probability moment[J].Engineering Mechanics,2007,24(7):11-15.
[38]徐钟济.蒙特卡罗方法[M].上海:上海科学技术出版社,1996.
[39]郑铎,吴世伟.土坝稳定可靠度分析方法初探[C]//全国第三届工程结构可靠性学术会议论文集.南京:[s.n.],1992,612-617.
[40]姚耀武,陈东伟.土坡稳定可靠度分析[J].岩土工程学报,1994,16(2):80-87.YAO Yao-wu,CHEN Dong-wei.Reliability analysis of slope stability[J].Chinese Journal of Geotechnical Engineering,1994,16(2):80-87.
[41]松尾稔[日].地基工程学——可靠性设计的理论和实践[M].北京:人民交通出版社,1990.
[42]高谦,王思敬.龙滩水电站船闸高边坡的可靠度分析[J].岩石力学与工程学报,1991,10(l):83-95.GAO Qian,WANG Si-jing.A reliability analysis of high rock slope for the Longtan hydropower project[J].Chinese Journal of Rock Mechanics and Engineering,1991,10(l):83-95.
[43]王家臣.边坡工程随机分析原理[M].北京:煤炭科学出版社,1996.
[44]张社荣,贾世军,郭怀志.岩石边坡稳定的可靠度分析.岩土力学,1999,20(2):57-66.ZHANG She-rong,JIA Shi-jun,GUO Huai-zhi.Reliability analysis of the rock slope stability[J].Rock and Soil Mechanics,1999,20(2):57-66.
[45]赵寿刚,兰雁,沈细中,等.蒙特卡罗法在土质边坡可靠性分析中的应用[J].人民黄河,2006,28(5):65-66.ZHAO Shou-gang,LAN Yan,SHEN Xi-zhong,et al.Monte Carlo method in reliability analysis of earth slopes applications[J].Yellow River,2006,28(5):65-66.
[46]高谦,牟会宠,杜永康,大冶铁矿东露天扩帮区边坡有限元分析及稳定性可靠度分析[C]//岩土力学数值方法的工程应用——第二届全国岩石力学数值计算与模型实验学术研讨会论文集.[S.l.]:[s.n.],1990.
[47]LI K S,LUMB P.Probabilistic design of slopes[J].Canadian Geotechnical Journal,1987,24(4):520-535.
[48]李庆安,潘玉琴,边艳哲.黄河利津段堤防边坡稳定可靠性分析的探讨[J].山东水利,2006,1:38-39.LI Qing-an,PAN Yu-qing,BIAN Yan-zhe.Section of the Yellow River dike Lijin reliability analysis of slope stability[J].Shandong Water Resources,2006,1:38-39.
[49]解守益.三峡库区典型滑坡的可靠度研究[硕士学位论文D].北京:中国科学院地质研究所,1995.
[50]孙民伟,李小根,王玲玲.小浪底进水口边坡的可靠度分析中若干规律的探讨[J].华北水利水电学院学报,2005,26(4):51-54.SUN Min-wei,LI Xiao-gen,WANG Ling-ling.Discussion on the laws of structural reliability of the intake slope for Xiaolangdi project[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2005,26(4):51-54.
[51]晏同珍,殷坤龙,伍法权,等.滑坡定量预测研究的进展[J].水文地质工程地质,1988,(6):8-14.YAN Tong-zhen,YIN Kun-long,WU Fa-quan,et al.Progress in quantitative prediction of landslide[J].Hydrogeology and Engineering Geology,1988,(6):8-14.
[52]郑颍人,赵尚毅,时卫民,等.边坡稳定分析的一些进展[J].地下空间,2001,21(4):262-338.ZHENG Ying-ren,ZHAO Shang-yi,SHI Wei-ming,et al.Progress in analysis of slope stability[J].Underground Space,2001,21(4):262-338.
[53]王劲松,陈正阳,梁光华.GPS一机多天线公路高边坡实时监测系统研究[J].岩土力学,2009,30(5):1532-1536.WANG Jin-song,CHEN Zheng-yang,LIANG Guang-hua.Study of real time monitoring system of highway steep slopes based on GPS with multi-antenna[J].Rock and Soil Mechanics,2009,30(5):1532-1536.
[54]史云,陈实,冯苍旭,等.地质灾害监测新仪器——激光微小位移监测系统[J].中国地质灾害与防治学报,2002,3(1):72-77.SHI Yun,CHEN Sh,FENG Cang-xu,WANG Shi-ding.A new instrument on geological hazard monitoring——Laser monitoring system on displacement[J].The Chinese Journal of Geological Hazard and Control,2002,3(1):72-77.
[55]FRUNEAU B,ACHACHE J,DELACOURT C.Observation and modeling of the Saint-Etienne-de-tine landslide using SAR interferometry[J].Tectonophys,1996,265(3-4):181-190.
[56]张青,史彦新,朱汝烈.TDR滑坡监测技术的研究[J].中国地质灾害与防治学报,2001,6(2):67-69.ZHANG Qing,SHI Yan-xin,ZHU Ru-lie.The study on landslide monitoring with TDR technology[J].The Chinese Journal of Geological Hazard and Control,2001,6(2):67-69.
[57]谭捍华,傅鹤林.TDR技术在公路边坡监测中的应用试验[J].岩土力学,2010,31(4):1331-1336.TAN Han-hua,FU He-lin.Testing study of application of time domain reflectometry to highway slope monitoring[J].Rock and Soil Mechanics,2010,31(4):1331-1336.
[58]邓建辉,王浩,姜清辉,等.利用滑动变形计监测岩石边坡松动区[J].岩石力学与工程学报,2002,21(2):180-184.DENG Jian-hui,WANG Hao,JIANG Qing-hui,et al.Monitor of disturbed zone for rock slope by sliding deformeter[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(2):180-184.
[59]严明,苗放,王士天,等.岩体声发射监测在马步坎高边坡岩体稳定研究中的应用[J].地质灾害与环境保护,1998,9(1):29-33.YAN Ming,MIAO Fang,WANG Shi-tian,et al.The application of accoustic emission mornitoring to rock mass stability study of Mabukan high slope[J].Journal of Geological Hazards and Environment Preservation,1998,9(1):29-33.
[60]李金河,玉国进.永久船闸边坡稳定性声发射监测[J].岩土力学,2001,22(2):478-480.LI Jin-he,YU Guo-jin.The AE monitoring of stabbility on the high slopes of the Three-Gorges permanent shiplock[J].Rock and Soil Mechanics,2001,22(2):478-480.
[61]SOULEY M,HOMAND F,PEPA S,et al.Damage-induced permeability changes in granite:A case example at the URL in Canada[J].International Journal of Rock Mechanics&Mining Sciences,2001,(38):297-310.
[62]傅鹤林,桑玉发.采场冒顶的声发射预测预报[J].岩石力学与工程学报,1996,15(2):109-114.FU He-lin,SANG Yu-fa.Stope roof fall prediction of acoustic emission[J].Chinese Journal of Rock Mechanics and Engineering,1996,15(2):109-114.
[63]毛建华,曹庆林,桑玉发.利用声发射技术预报采场冒顶的新方法[J].化工矿山技术,1996,2:10-12.MAO Jian-hua,CAO Qing-lin,SANG Yu-fa.A new approach to predict stope roof fall by using AE monitoring technique[J].Chemical Mining Technology,1996,2:10-12.
[64]曹庆林,余克圣,桑玉发.采场冒顶灾害的声发射预报技术[J].中国有色金属学报,1996,6(2):7-12.CAO Qing-lin,YU Ke-sheng,SANG Yu-fa.Intelligent prediction of roof fall by AE technique[J].Transactions of Nonferrous Metals Society of China,1996,6(2):7-12.
[65]姜福兴,叶根喜,王存文,等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9):1932-1938.JIANG Fu-xing,YE Gen-xi,WANG Cun-wen,et al.Application of high-precision microseismic monitoring technique to water inrush monitoring in coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1932-1938.
[66]陆菜平,窦林名,吴兴荣,等.岩体微震监测的频谱分析与信号识别[J].岩土工程学报,2005,27(7):772-775.LU Cai-ping,DOU Lin-ming,WU Xing-rong,et al.Frequency spectrum analysis on microseismic monitoring and signal differentiation of rock material[J].Chinese Journal of Geotechnical Engineering,2005,27(7):772-775.
[67]李庶林,尹贤刚,郑文达,等.凡口铅锌矿多通道微震监测系统及其应用研究[J].岩石力学与工程学报,2005,24(12):2048-2053.LI Shu-lin,YIN Xian-gang,ZHENG Wen-da,et al.Research of multi-channel microseismic monitoring system and its application to Fankou lead-zinc mine[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(12):2048-2053.
[68]秦四清,李造鼎.岩石声发射技术概论[M].成都:西南交通大学出版社,1993.
[69]杨远清,侯克鹏.声发射技术在某露天矿边坡稳定性监测中的运用[J].矿业快报,2008,11:102-104.YANG Yuan-qing,HOU Ke-peng.Acoustic emission monitoring of slope stability in a pit in the use[J].Express Information of Mining Industry,2008,11:102-104.
[70]CAI M,MORIOKA H,KAISER P K.Back-analysis of rock mass strength parameters using AE monitoring data[J].Int.J.of Rock Mach.Min.Sci.,2007,44:538-549.
[71]CAI M,MORIOKA H,KAISER P K,et al.FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations[J].Int.J.of Rock Mach.Min.Sci.,2007,44:550-564.
[72]杨天鸿,芮勇勤,朱万成,等.炭质泥岩泥化夹层的流变特性及长期强度[J].实验力学,2008,23(5):396-402.YANG Tian-hong,RUI Yong-qin,ZHU Wan-cheng,et al.Rheological characteristics and long-term strenth of siltized intercalation interbeded in peat mudstone[J].Journal of Experimental Mechanics,2008,23(5):396-402.
[73]GEERALT V D H,JOACHIM R,THOMAS M,et al.Finite element simulation of a slow moving natural slope in the Upper-Austrian Alps using a visco-hypoplastic constitutive model[J].Geomorphology,2009,(103):136-142.
[74]KILBURN C R J,PETLEY D N.Forecasting giant,catastrophic slope collapse:Lessons from Vajont,northern Italy[J].Geomorphology,2003(54):21-32.
[75]陈卫兵,郑颖人,冯夏庭,等.考虑岩土体流变特性的强度折减法研究[J].岩土力学,2008,29(1):101-105.CHEN Wei-bing,ZHENG Ying-ren,FENG Xia-ting,et al.Study on strength reduction technique considering rheological property of rock and soil medium[J].Rock and Soil Mechanics,2008,29(1):101-105.
[76]郑东健,顾冲时,吴中如.边坡变形的多因素时变预测模型[J].岩石力学与工程学报,2005,24(17):3180-3184.ZHENG Dong-jian,GU Chong-shi,WU Zhong-ru.Time series evolution forecasting model of slope deformation based on multiple factors[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3180-3184.
[77]张我华,金伟良,李鸿波.岩石边坡稳定性的随机损伤力学分析[J].水利学报,2005,36(4):413-419.ZHANG Wo-hua,JIN Wei-liang,LI Hong-bo.Stability analysis of rock slope based on random damage mechanics[J].Journal of Hydraulic Engineering,2005,36(4):413-419.
[78]王家臣,常来山,陈亚军.节理岩体边坡概率损伤演化规律研究[J].岩石力学与工程学报,2006,25(7):1396-1401.WANG Jia-chen,CHANG Lai-shan,CHEN Ya-jun.Study on probability damage evolutionary rule of jointed rock mass slope[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(7):1396-1401.
[79]杨学堂,王飞.边坡稳定性评价方法及发展趋势[J].岩土工程技术,2004,18(2):103-106.YANG Xue-tang,Wang Fei.Evaluation method of slope stability and its developing trend[J].Geotechnical Engineering Technique,2004,18(2):103-106.
[80]李守巨,刘迎曦,孙伟.智能计算与参数反演[M].北京:科学出版社,2008.
[81]刘汉东,姜彤,黄志全,等.岩体力学参数优选理论及应用[M].郑州:黄河水利出版社,2006.
[82]LI A J,MERIFIELD R S,LYAMIN A V.Stability charts for rock slopes based on the Hoek-Brown failure criterion[J].International Journal of Rock Mechanics and Mining Sciences,2008,(45):689-700.
[83]HYUCK-JIN P T,WEST T R,WOO I K.Probabilistic analysis of rock slope stability and random properties of discontinuity parameters,interstate highway 40,Western North Carolina,USA[J].Engineering Geology 2005,(79):230-250.
[84]LIU Y C,CHEN C S.A new approach for application of rock mass classification on rock slope stability assess-ment[J].Engineering Geology,2007,89(11):129-143.
[85]LYSANDROS P.Rock slope stability assessment through rock mass classification systems[J].International Journal of Rock Mechanics and Mining Sciences,2009,(46):315-325.
[86]山田刚二,渡正亮,小岛澄治.滑坡和斜坡崩塌及其防治[M].北京:科学出版社,1980.
[87]伍法权,王年生.一种滑坡位移动力学预报方法探讨[J].中国地质灾害与防治学报,1996,7(增刊):38-41.WU Fa-quan,WANG Nian-sheng.An embryo of dynamical analysis method on landslide displacement[J].The Chinese Journal of Geological Hazard and Control,1996,7(Supp.):38-41.
[88]晏同珍,殷坤龙,伍法权,等.滑坡定量预测研究的进展[J].水文地质工程地质,1988,(6):8-14.YAN Tong-zhen,YIN Kun-long,WU Fa-quan,et al.Progress in quantitative prediction of landslide[J].Hydrogeology and Engineering Geology,1988,(6):8-14.
[89]邓聚龙.灰色控制系统[M].武汉:华中工学院出版社,1985.
[90]陈明东,王兰生.边坡变形破坏的灰色预报方法[C]//全国第三次工程地质大会论文选集(下).成都:成都科技大学出版社,1988:1226-1240.
[91]蒋刚,林鲁生,刘祖德,等.边坡变形的灰色预测模型[J].岩土力学,2000,21(3):244-246.JIANG Gang,LIN Lu-sheng,LIU Zu-de,et al.Prediction grey model for slope displacement[J].Rock and Soil Mechanics,2000,21(3):244-246.
[92]郝小员,郝小红,熊红梅,等.滑坡时间预报的非平稳时间序列方法研究[J].工程地质学报,1999,7(3):279-283.HAO Xiao-yuan,HAO Xiao-hong,XIONG Hong-mei,et al.Research on landslide time forecast by the unstable time series method[J].Journal of Engineering Geology,1999,7(3):279-283.
[93]周创兵,陈益峰.基于相空间重构的边坡位移预测[J].岩土力学,2000,21(3):205-208.ZHOU Chuang-bing,CHEN Yi-feng.Application of phase space reconstruction in slope displacement forecasting[J].Rock and Soil Mechanics,2000,21(3):205-208.
[94]赵洪波,冯夏庭.非线性位移时间序列预测的进化——支持向量机方法及应用[J].岩土工程学报,2003,25(4):468-471.ZHAO Hong-bo,FENG Xia-ting.Study and application of genetic-support vector machine for nonlinear displacement time series forecasting[J].Chinese Journal of Geotechnical Engineering,2003,25(4):468-471.
[95]刘华明,齐欢,蔡志强.滑坡预测的非线性混沌模型[J].岩石力学与工程学报,2003,22(3):434-437.LIU Hua-ming,QI Huan,CAI Zhi-qiang.Nonlinear chaotic model of landslide forecasting[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(3):434-437.
[96]唐璐,齐欢.混沌和神经网络结合的滑坡预测方法[J].岩石力学与工程学报,2003,33(12):1984-1987.TANG Lu,QI Huan.Prediction of landslide based on chaos and neural networks[J].Chinese Journal of Rock Mechanics and Engineering,2003,33(12):1984-1987.
[97]李邵军,冯夏庭,杨成祥,黄河.基于三维地理信息的滑坡监测及变形预测智能分析[J].岩石力学与工程学报,2004,23(24):3673-3678.LI Shao-jun,FENG Xia-ting,YANG Cheng-xiang,et al.Landslide monitoring and intelligent analysis on deformation prediction based on three dimensional geographic information[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(24):3673-3678.
[98]冯夏庭.智能岩石力学导论[M].北京:科学出版社,2000.
[99]吕金虎,陈益峰,张锁春.基于自适应神经网络的边坡位移预测[J].系统工程理论与实践,2001,12:124-129.LIU Jin-hu,CHEN Yi-feng,ZHANG Suo-chun.Slope displacement forecast based on adaptive neural network[J].Systems Engineering-theory&Practice,2001,12:124-129.
[100]唐璐,齐欢.混沌和神经网络结合的滑坡预测方法[J].岩石力学与工程学报,2003,22(12):434-437.TANG Lu,QI Huan.Prediction of landslide based on chaos and neural networks[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(12):434-437.
[101]胡铁松,王尚庆,滑坡预测的改进前馈网络方法研究[J].自然灾害学报,1998,7(1):53-58.HU Tie-song,WANG Shang-qing.Modified neural network for landslide prediction[J].Journal of Natural Disasters 1998,7(1):53-58.
[102]吴承祯,洪伟.滑坡预报的BP-GA混合算法[J].山地学报,2000,18(4):360-364.WU Cheng-zen,HONG Wei.BP-GA mixed algorithms for landslide prediction[J].Journal of Mountain Research,2000,18(4):360-364.
[103]高玮.基于人工神经网络的岩土工程位移预测研究[J].武汉工业学院学报,2004,23(1):55-61.GAO Wei.Study on neural network model for displacement prediction in geotechnical engineering[J].Journal of Wuhan Polytechnic University,2004,23(1):55-61.
[104]黄润秋,许强.突变理论在工程地质中的应用[J].工程地质学报,1993,1:65-73.HUANG Run-qiu,XU Qiang.Application of catastrophe theory to engineering geology[J].Journal of Engineering Geology,1993,1:65-73.
[105]黄润秋,许强.斜坡失稳时间的协同预测模型[J].山地研究,1997,15(1):7-12.HUANG Run-qiu,XU Qiang.Synergetic prediction model of slope instability[J].Journal of Mountain Research,1997,15(1):7-12.
[106]秦四清,张倬元,王士天,等.应用重正化群理论探讨斜坡滑动面演化的普适性质[J].地质灾害与环境保护,1993,4(1):49-52.QIN Si-qing,ZHANG Zhuo-yuan,WANG Shi-tian,et al.Application of the renormalization group theory of the evolution of the slope universal nature of sliding surface[J].Journal of Geological Hazards and Environment Preservtion,1993,4(1):49-52.
[107]刘华明,齐欢,蔡志强.滑坡预测的非线性混沌模型[J].岩石力学与工程学报,2003,22(3):434-437.LIU Hua-ming,Qi Huan,Cai Zhi-qiang.Nonlinear chaotic model of landslide forecasting[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(3):434-437.
[108]张玉池.边坡失稳地球物理特征及其应用研究[博士学位论文D].长沙:中南大学,2007.
[109]崔政权,李宁.边坡工程——理论与实践新发展[M].北京:水利水电出版社,2001.
[110]谢和平,刘夕才,王金安.关于21世纪岩石力学发展战略的思考[J].岩土工程学报,1996,2(4):98-102.XIE He-ping,LIU Xi-cai,WANG Jin-an.The development of rock mechanics in the 21st century strategy[J].Chinese Journal of Geotechnical Engineering,1996,2(4):98-102.
[111]郑颖人,刘兴华.近代非线性科学与岩石力学问题[J].岩土工程学报,1996,18(1):98-100.ZHENG Ying-ren,LIU Xing-hua.Modern nonlinear science and rock mechanics problems[J].Chinese Journal of Geotechnical Engineering,1996,18(1):98-100.
[112]韩崇昭,朱洪艳,段战胜,等.多源信息融合[M].北京:清华大学出版社,2006.
[113]谢谟文,蔡美峰.信息边坡工程学的理论与实践[M]北京:科学出版社,2005.
[114]谢谟文,蔡美峰,江崎哲郎.基于GIS边坡稳定三维极限平衡方法的开发及应用[J].岩土力学,2006,27(1):117-122.XIE Mo-wen,CAI Mei-feng,ESAKI Tetsuro.GIS-based three-dimensional slope stability limit equilibrium method and application[J].Rock and Soil Mechanics,2006,27(1):117-122.
[115]XIE M W,ESAKI T,CAI M F.A GIS-based method for the critical 3D slip surface in a slope[J].Computers and Geotechniques,2004,31(4):267-277.
[116]CARRARA A,CARDINALI M,DETTI R,et al.GIS techniques and statistical models in evaluating landslide hazard[J].Earth Surface Process and Landforms,1991,16:427-445.
[117]CARRARA A,GUZZETTI F,CARDINALI M,et al.Use of GIS technology in the prediction and monitoring of landslide hazard[J].Natural Hazard,1999,20:117-135.
[118]BRUNSDEN D.Some geomorphological considerations for the future development of landslide models[J].Geomorphology,1999,30:13-24.
[119]CHEN Z Y,SHAO C M.Evaluation of minimum factor of safety in slope stability analysis[J].Canadian Geotechnical Journal,1988,25:735-748.
[120]HUNGR O.An extension of Bishop’s simplified method of slope stability analysis to three dimensions[J].Geotechnique,1987,37(1):113-117.
[121]JOSEPH M M,WILLIAN M.Using GIS in probabilistic assessment of earthquake triggered landslide hazard[J].Journal of Earthquake Engineering,1998,2(4):593-623.
[122]XIE M,ESAKI T,ZHOU G,et al.GIS-based 3D critical slope stability analysis and landslide hazard assessment[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(12):1109-1118.
[123]夏熙伦,周火明,盛谦,等.三峡工程船闸高边坡岩体松动区及其性状[J].长江科学院院报,1999,16(4):1-5.XIA Xi-lun,ZHOU Huo-ming,SHENG Qian,et al.Excavation loosened zone and mechanical behaviors of rock mass of lock's high slope of TGP[J].Journal of Yangtze River Scientific Research Institute,1999,16(4):1-5.
[124]DENG J H,LEE C F,XR G E.Characterization of the disturbed zone in a large rock excavation for the Three Gorges project[J].Canadian Geotechnical Journal,2001,38(1):95-106.
[125]SHENG Q,YUE Z Q,LEE C F,et al.Estimating the excavation disturbed zone in the permanent shiplock slopes of the Three Gorges project,China[J].International Journal of Rock Mechanics and Mining Sciences,2002,39:165-184
[126]周火明,盛谦,李维树,等.三峡船闸边坡卸荷扰动区范围及岩体力学性质弱化程度研究[J].岩石力学与工程学报,2004,23(7):1078-1081.ZHOU Huo-ming,SHENG Qian,LI Wei-shu,et al.Excavation-disturbed zone and weaken degree of mechanical properties for rockmass of TGP shiplock slope[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(7):1078-1081.
[127]杨林德.岩土工程的反演理论与工程实践[M].北京:科学出版社,1996.
[128]杨志法,熊顺成,王存玉,等.关于位移反分析的某些考虑[J].岩石力学与工程学报,1995,14(1):11-16.YANG Zhi-fa,XIONG Shun-cheng,WANG Chu-nu,et al.Some consideration of the back-analysis from displacements[J].Chinese Journal of Rock Mechanics and Engineering,1995,14(1):11-16.
[129]李仲奎,莫兴华,王爱民,等.地下洞室松动区模型及其在反馈分析中的应用[J].水利水电技术,1999,(5):59-51.LI Zhong-kui,MO Xing-hua,WANG Ai-min,XU Qian-jun.Modelling and application in back analysis for the loosening zones in the surrounding rock mass of the underground powerhouse[J].Water Resources and Hydropower Engineering,1999,(5):59-51.
[130]盛谦,丁秀丽,冯夏庭,等.三峡船闸高边坡考虑开挖卸荷效应的位移反分析[J].岩石力学与工程学报,2000,19(增刊):987-993.SHENG Qian,DING Xiu-li,FENG Xia-ting,et al.Displacement back analysis for the high slope of the Three Gorges project considering the effect of excavation unloading[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(Supp.):987-993.
[131]DENG J H,LEE C F.Displacement back analysis for a steep slope at the Three Gorges project site[J].International Journal of Rock Mechanics and Mining Sciences,2001,38(2):259-268.
[132]邓建辉,李焯芬,葛修润.岩石边坡松动区与位移反分析[J].岩石力学与工程学报,2001,20(2):171-174.DENG Jian-hui,LEE C F,GE Xiu-run.Disturbed zones and displacement back analysis for rock slopes[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(2):171-174.
[133]陈胜宏,陈尚法,杨启贵.三峡工程船闸边坡的反馈分析[J].岩石力学与工程学报,2001,20(5):619-626.CHEN Sheng-hong,CHEN Shang-fa,YANG Qi-gui.Feedback analysis of the rock slope of the Three Gorges project shiplock[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(5):619-626.
[134]邓建辉,葛修润,李焯芬.三峡工程永久船闸边坡位移反分析回顾[J].岩石力学与工程学报,2004,23(17):2902-2906.DENG Jian-hui,GE Xiu-run,LI Chack-fan.Review on displacement back analysis for permanent shiplock slope of Three Gorges project[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(17):2902-2906.
[135]XIE H.Fractals in rock mechanics[M].Netherlands:A.A.Balkema Publishers,1993.
[136]谢和平.分形-岩石力学导论[M].北京:科学出版社,1996.
[137]谢和平.岩石、混凝土损伤力学[M].徐州:中国矿业大学出版社,1990.
[138]谢和平,鞠杨,黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J].岩石力学与工程学报,2005,24(17):3003-3010.XIE He-ping,JU Yang,LI Li-yun.Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(17):3003-3010.
[139]谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21):3565-3570.XIE He-ping,PENG Rui-dong,JU Yang.Energy dissipation of rock deformation and fracture[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(21):3565-3570.
[140]朱传云,卢文波,董振华.岩质边坡爆破振动安全判据综述[J].爆破,1997,14(4):13-17.ZHUN Chuan-yun,LU Wen-bo,DONG Zhen-hua.Rock slope safety criterion summary of blasting vibration[J].Blasting,1997,14(4):13-17.
[141]刘美山.特高陡边坡开挖爆破技术及其对边坡稳定性的影响[博士学位论文D].合肥:中国科学技术大学,2007.
[142]姜福兴,叶根喜,王存文,等.高精度微震监测技术在煤矿突水监测中的应用[J].岩石力学与工程学报,2008,27(9):1932-1938.JIANG Fu-xing,YE Genxi,WANG Cun-wen,et al.Application of high-precision microseismic monitoring technique to water inrush monitoring in coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1932-1938.
[143]杨天鸿,于庆磊,陈仕阔,等.范各庄煤矿砂岩岩体结构数字识别及参数表征[J].岩石力学与工程学报.2009,28(12):2482-2489.YANG Tian-hong,YU Qing-lei,CHEN Shi-kuo,et al.Rock mass structure digital recognition and hydro-mechanical parameters characterization of sandstone in Fangezhuang coal mine[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(12):2482-2489.
[144]YANG T H,XU T,TANG C A.The deformation mechanism of a layered creeping coal mine slope and the associated stability assessments[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):525-525.
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