危岩稳定性分析研究现状及趋势
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摘要
危岩崩塌灾害是三峡库区乃至整个西部地区主要地质灾害类型,具有泛生性、突发性、隐蔽性及致灾严重性等基本特性。基于对国内外研究文献的检索分析并结合笔者多年在三峡库区的研究实践,将危岩稳定性研究现状概化为危岩形成机制、危岩稳定性计算方法、危岩稳定性评价方法、数值分析的应用等4个方面,系统梳理了每个方面的研究情况,发现国内外学者聚焦危岩体主控结构面端部裂纹平面扩展问题,对危岩体稳定性与变形特性的影响机制进行了深入系统的研究,但未考虑危岩空间形态的影响,缺乏对主控结构面四周贯通中部区域非贯通情形下的三维断裂稳定的研究。指出了危岩稳定性分析进一步研究中应高度聚焦的3个研究方向,即危岩体破坏的三维断裂表达、危岩体稳定性预测、危岩体稳定性监测预警技术。
Dangerous rock collapse is the main geological disaster type in the Three Gorges Reservoir area and even in the whole western region. It has such basic characteristics as extensive nature, suddenness, concealment and disaster severity. Based on the search and analysis of research literature at home and abroad and combined with the author's research practice in the Three Gorges Reservoir area for many years,the research status of unstable rock stability analysis was generalized into four aspects,i. e,unstable rock formation mechanism,stability calculation method of unstable rock,stability evaluation method of unstable rock and application of numerical analysis. By systematically combing the research in every aspect,it is found that both domestic and foreign scholars have focused on the problem of plane propagation of crack at the end of main structure surface of unstable rock; the influence mechanism of stability and deformation characteristics of unstable rock has been systematically studied,but the spatial form of unstable rock is not considered; there is a lack of research on the three-dimensional fracture stability of the main control structures where the surrounding area is penetrating and the middle region is not penetrating. In addition,it is pointed out that 3 research directions in the further study of unstable rock stability analysis should be focused,namely,the three-dimensional fracture expression of the unstable rock failure,the prediction of unstable rock stability and the monitoring and early warning technology for unstable rock stability.
Dangerous rock collapse is the main geological disaster type in the Three Gorges Reservoir area and even in the whole western region. It has such basic characteristics as extensive nature, suddenness, concealment and disaster severity. Based on the search and analysis of research literature at home and abroad and combined with the author's research practice in the Three Gorges Reservoir area for many years,the research status of unstable rock stability analysis was generalized into four aspects,i. e,unstable rock formation mechanism,stability calculation method of unstable rock,stability evaluation method of unstable rock and application of numerical analysis. By systematically combing the research in every aspect,it is found that both domestic and foreign scholars have focused on the problem of plane propagation of crack at the end of main structure surface of unstable rock; the influence mechanism of stability and deformation characteristics of unstable rock has been systematically studied,but the spatial form of unstable rock is not considered; there is a lack of research on the three-dimensional fracture stability of the main control structures where the surrounding area is penetrating and the middle region is not penetrating. In addition,it is pointed out that 3 research directions in the further study of unstable rock stability analysis should be focused,namely,the three-dimensional fracture expression of the unstable rock failure,the prediction of unstable rock stability and the monitoring and early warning technology for unstable rock stability.
引文
[1]陈洪凯,唐红梅,王林峰,等.危岩崩塌演化理论及应用[M].北京:科学出版社,2009.CHEN Hongkai,TANG Hongmei,WANG Linfeng,et al.Theory and Application of the Evolution of Rock Mass[M].Beijing:Science Press,2009.
[2]陈洪凯,唐红梅,叶四桥,等.危岩防治原理[M].北京地震出版社,2006.CHEN Hongkai,TANG Hongmei,YE Siqiao,et al.Principles of Prevention and Control of Unstable Rock[M].Beijing:Seismological Press,2006.
[3]陈洪凯,董平,唐红梅.危岩崩塌灾害研究现状与趋势[J].重庆师范大学学报(自然科学版),2015,32(6):53-60.CHEN Hongkai,DONG Ping,TANG Hongmei.The status quo and trends of perilous rock and collapse disaster[J].Journal of Chongqing Normal University(Natural Science),2015,32(6):53-60.
[4]STROM A L.Rock avalanches of the Ardon River valley at the southern foot of the Rocky Range,Northern Caucasus,North Osetia[J].Landslides,2004,1(3):237-241.
[5]CHAU K T,WONG R H C,LIU J,et al.Rockfall hazard analysis for Hongkong based on rockfall inventory[J].Rock Mechanics&Rock Engineering,2003,36(5):383-408.
[6]LOEW S,GSCHWIND S,GISCHIG V,et al.Monitoring and early warning of the 2012 Preonzo catastrophic rock slope failure[J].Landslides,2016,17(1):1-14.
[7]XU Xin.Cliff collapses after 5.7-magnitude quake rocks Christchurch in New Zealand[EB/OL].[2016-02-14].http://news.xinhua net.com/english/2016-02/14/c_135096296.htm.
[8]XU Xin.Brazil cave collapse kills 10,injures 7[EB/OL].[2016-11-02].http://news.xinhuanet.com/english/2016-11/02/c_135800352.htm.
[9]MU Xuequan.Death toll of mine collapse in SE Turkey rises to 11[EB/OL].[2016-11-28].http://news.xinhuanet.com/english/2016-11/28/c_135862071.htm.
[10]陈洪凯,鲜学福,唐红梅.石质山区崩塌灾害形成机制——以四面山国家级风景名胜区红岩山为例[J].四川大学学报(工程科学版),2010,42(3):1-6.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Developing mechanism for collapse disaster in rock mountain area—taking Mt.Hongyan in the national scenic spots of Simianshan as an example[J].Journal of Sichuan University(Engineering Science Edition),2010,42(3):1-6.
[11]陈洪凯,唐红梅,王林峰,等.缓倾角岩质陡坡后退演化的力学机制[J].岩土工程学报,2010,32(3):468-473.CHEN Hongkai,TANG Hongmei,WANG Linfeng,et al.Mechanical mechanism for retreat evolution of steep rock slopes with gentle dip[J].Chinese Journal of Geotechnical Engineering,2010,32(3):468-473.
[12]唐红梅,陈洪凯,王智,等.危岩破坏激振效应试验研究[J].岩土工程学报,2013,35(11):2117-2122.TANG Hongmei,CHEN Hongkai,WANG Zhi,et al.Experimental study on excitation effect for unstable rock[J].Chinese Journal of Geotechnical Engineering,2013,35(11):2117-2122.
[13]唐红梅,王智,陈洪凯,等.坠落式危岩崩落的激振效应与求解[J].振动与冲击,2012,31(20):32-37.TANG Hongmei,WANG Zhi,CHEN Hongkai,et al.Contribution ratio of excitation action triggered by collapse of perilous rock to stability of perilous rock[J].Journal of Vibration and Shock,2012,31(20):32-37.
[14]陈维,徐则民,刘文连.差异风化型危岩力学模型及破坏机制研究[J].岩土力学,2015,36(1):195-204.CHEN Wei,XU Zemin,LIU Wenlian.Mechanical model and failure mechanism of unstable cantilevered rock blocks due to differential weathering[J].Rock and Soil Mechanics,2015,36(1):195-204.
[15]陈洪凯,唐兰,朱绣竹.考虑月球引潮力和昼夜温差效应的危岩稳定性分析[J].重庆交通大学学报(自然科学版),2013,32(4):625-629.CHEN Hongkai,TANG Lan,ZHU Xiuzhu.Stability analysis of perilous rock considering lunar tide-generating force and temperature difference between day and night[J].Journal of Chongqing Jiaotong University(Natural Science),2013,32(4):625-629.
[16]樊维,陈洪凯.裂隙岩体植物根劈机理研究[J].科技创新导报,2015(35):46-47.FAN Wei,CHEN Hongkai.Study on the mechanism of plant root splitting in fractured rock mass[J].Science and Technology Innovation Herald,2015(35):46-47.
[17]郑安兴,罗先启,沈辉.危岩主控结构面变形破坏的扩展有限元法模拟分析[J].岩土力学,2013,34(8):2371-2377.ZHENG Anxing,LUO Xianqi,SHEN Hui.Numerical simulation and analysis of deformation and failure of jointed rock slopes by extended finite element method[J].Rock and Soil Mechanics,2013,34(8):2371-2377.
[18]李佳壕,吴礼舟.危岩应力强度因子的计算研究[J].工程地质学报,2013,21(2):236-242.LI Jiahao,WU Lizhou.Calculation of stress intensity factor of unstable rock[J].Journal of Engineering Geology,2013,21(2):236-242.
[19]陈洪凯,唐红梅,叶四桥.危岩主控结构面损伤模型研究[J].应用数学和力学,2006,27(7):845-851.CHEN Hongkai,TANG Hongmei,YE Siqiao.Research on damage model of control fissure in perilous rock[J].Applied Mathematics and Mechanics,2006,27(7):845-851.
[20]陈洪凯,唐红梅.危岩主控结构面疲劳断裂寿命计算方法[J].应用数学和力学,2007,28(5):575-580.CHEN Hongkai,TANG Hongmei.Method to calculate fatigue fracture life of control fissure in perilous rock[J].Applied Mathematics and Mechanics,2007,28(5):575-580.
[21]傅鹤林,刘运思,李凯,等.裂隙损伤岩体在渗流作用下的边坡稳定性分析[J].中国公路学报,2013,26(4):29-35.FU Helin,LIU Yunsi,LI Kai,et al.Analysis of rock slope seepage stability under crack damage[J].China Journal of Highway and Transport,2013,26(4):29-35.
[22]何潇,陈洪凯,唐红梅.长江三峡巫峡岸坡望霞危岩发育机理研究[J].人民长江,2014(12):49-53.HE Xiao,CHEN Hongkai,TANG Hongmei.Developing mechanism of dangerous rock at bank slope of Wuxia Gorge in Three Gorges[J].Yangtze River,2014(12):49-53.
[23]何晓英,陈洪凯,唐红梅.长江巫峡望霞危岩破坏解体特征分析[J].人民长江,2013,44(9):24-28.HE Xiaoying,CHEN Hongkai,TANG Hongmei.Study on damage disintegrating characteristic of Wangxia perilous rock in Wu Gorge of Yangtze River[J].Yangtze River,2013,44(9):24-28.
[24]吴永,何思明,李新坡,等.裂缝冰胀力作用下高寒危岩体失稳破坏机理[J].四川大学学报(工程科学版),2015,47(6):32-39.WU Yong,HE Siming,LI Xinpo,et al.Collapse mechanism of extreme cold dangerous rock at high altitude under expansive force of crack ice[J].Journal of Sichuan University(Engineering Science Edition),2015,47(6):32-39.
[25]AMITRANO D.Microseismic activity analysis for the study of the rupture mechanisms in unstable rock masses[J].Natural Hazards&Earth System Sciences,2010,10(4):831-841.
[26]ZHANG J,SHU J,ZHANG H,et al.Study on rock mass stability criterion based on catastrophe theory[J].Mathematical Problems in Engineering,2015(5):1-7.
[27]AYDANO.Large rock slope failures induced by recent earthquakes[J].Rock Mechanics and Rock Engineering,2016,49(6):2503-2524.
[28]JR E D A V,VELLOSO R Q,CHAVEZ L E,et al.On the effect of thermally induced stresses in failures of some rock slopes in Rio de Janeiro,Brazil[J].Rock Mechanics&Rock Engineering,2013,46(1):123-134.
[29]ALEMDAG S,AKGUN A,KAYA A,et al.A large and rapid planar failure:causes,mechanism,and consequences(Mordut,Gumushane,Turkey)[J].Arabian Journal of Geosciences,2014,7(3):1205-1221.
[30]王家臣,谭文辉.边坡渐进破坏三维随机分析[J].煤炭学报,1997,22(1):27-31.WANG Jianchen,TAN Wenhui.Progressive destruction of slope three-dimensional stochastic analysis[J].Journal of China Coal Society,1997,22(1):27-31.
[31]杨锡武,易志坚.基于离心模型试验和断裂理论的加筋边坡合理布筋方式研究[J].土木工程学报,2002,35(4):59-64.YANG Xiwu,YI Zhijian.Research on reasonable arrangement of reinforced slope based on centrifugal model test and fracture theory[J].China Civil Engineering Journal,2002,35(4):59-64.
[32]易志坚,王士杰,王向坚.Ⅱ型平面应力裂纹线场的弹塑性精确解[J].应用数学和力学,1995,16(10):909-916.YI Zhijian,WANG Shijie,WANG Xiangjian.The exact solutions of elastic-plastic crack line field for mode ii plane stress crack[J].Applied Mathematics and Mechanics,1995,16(10):909-916.
[33]ALFREDSSON K S,STIGH U.Stability of beam-like fracture mechanics specimens[J].Engineering Fracture Mechanics,2012,89:98-113.
[34]FRAYSSINES M,HANTZ D.Modelling and back-analysing failures in steep limestone cliffs[J].International Journal of Rock Mechanics and Mining Sciences,2009,46(7):1115-1123.
[35]CARTER J P,BOOKER J R.Sudden excavation of a long circular tunnel in elastic ground[J].International Journal of Rock Mechanics&Mining Sciences&Geomechanics Abstracts,1990,27(2):129-132.
[36]李克森,冯建国.考虑渗透力作用的三峡库区危岩失稳破坏机理[J].中国水运,2013,13(5):155-156.LI Kesen,FENG Jianguo.Damage mechanism of unstable rock in the Three Gorges Reservoir area under the influence of seepage force[J].China Water Transport,2013,13(5):155-156.
[37]左建平,黄亚明,熊国军,等.脆性岩石破坏的能量跌落系数研究[J].岩土力学,2014,35(2):321-327.ZUO Jianping,HUANG Yaming,XIONG Guojun,et al.Study of energy-drop coefficient of brittle rock failure[J].Rock and Soil Mechanics,2014,35(2):321-327.
[38]WANG W,YUAN W,WANG Q Z,et al.Earthquake-induced collapse mechanism of two types of dangerous rock masses[J].Earthquake Engineering&Engineering Vibration,2016,15(2):379-386.
[39]LIU Z,YAN Z,DUAN J.Couple analysis on strength reduction theory and rheological mechanism for slope stability[J].Journal of Central South University of Technology,2008,15(1):351-356.
[40]陈洪凯,鲜学福,唐红梅,等.危岩稳定性分析方法[J].应用力学学报,2009,26(2):278-282.CHEN Hongkai,XIAN Xuefu,TANG Hongmei,et al.Stability analysis method for perilous rock[J].Chinese Journal of Applied Mechanics,2009,26(2):278-282.
[41]陈洪凯,唐红梅,王蓉.三峡库区危岩稳定性计算方法及应用[J].岩石力学与工程学报,2004,23(4):614-619.CHEN Hongkai,TANG Hongmei,WANG Rong.Calculation method of stability for unstable rock and application to the three gorges reservoir[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(4):614-619.
[42]陈洪凯,唐红梅.危岩主控结构面强度参数计算方法[J].工程地质学报,2008,16(1):37-41.CHEN Hongkai,TANG Hongmei.Method for calculating strength parameters of structural planes controlling the rock block stability[J].Journal of Engineering Geology,2008,16(1):37-41.
[43]陈洪凯,周云涛,唐红梅.基于时程分析的滑塌式危岩清除爆破动力稳定性计算方法[J].振动与冲击,2014,33(15):31-34.CHEN Hongkai,ZHOU Yuntao,TANG Hongmei.Dynamic stability calculation method for unstable sliding rock under excavation blasting based on time history analysis[J].Journal of Vibration and Shock,2014,33(15):31-34.
[44]唐红梅,周云涛,陈洪凯,等.地下工程爆破对危岩稳定性的影响[J].爆炸与冲击,2015,35(2):278-284.TANG Hongmei,ZHOU Yuntao,CHEN Hongkai,et al.Impact study on stability of unstable rock under underground construction blasting[J].Explosion and Shock Waves,2015,35(2):278-284.
[45]陈洪凯,鲜学福,唐红梅.基于断裂力学的危岩支撑-锚固联合计算方法[J].金属矿山,2009(3):10-13.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Calculation method for the combined support anchorage for perilous rock based on fracture mechanics[J].Metal Mine,2009(3):10-13.
[46]陈洪凯,鲜学福,唐红梅.危岩稳定性断裂力学计算方法[J].重庆大学学报,2009,32(4):434-437.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Stability analysis method for perilous rock by fracture mechanics[J].Journal of Chongqing University,2009,32(4):434-437.
[47]邓跃,周云涛.动力作用下危岩稳定性计算的断裂力学方法[J].人民长江,2015(13):33-38.DENG Yue,ZHOU Yuntao.Calculation method of fracture mechanics for unstable rock stability analysis under dynamic load[J].Yangtze River,2015(13):33-38.
[48]陈涛.滑塌式危岩尖点突变模型研究[J].宁夏大学学报(自然科学版),2015,36(4):346-350.CHEN Tao.Study on cusp catastrophe model for unstable sliding rock[J].Journal of Ningxia University(Natural Science Edition),2015,36(4):346-350.
[49]戴自航,卢才金.边坡失稳机理的力学解释[J].岩土工程学报,2006,28(10):1191-1197.DAI Zihang,LU Caijin.Mechanical explanations on mechanism of slope stability[J].Chinese Journal of Geotechnical Engineering,2006,28(10):1191-1197.
[50]CHEKHOV V N.Allowing for the plastic properties of rock in stability problems for a stratified rock mass[J].International Applied Mechanics,2007,43(12):1359-1371.
[51]MERRIEN-SOUKATCHOFF V,KORINI T,THORAVAL A.Use of an integrated discrete fracture network code for stochastic stability analyses of fractured rock masses[J].Rock Mechanics&Rock Engineering,2012,45(2):159-181.
[52]刘卫华,黄润秋.危岩稳定性定量评价研究[J].路基工程,2014(6):51-57.LIU Weihua,HUANG Runqiu.Study on quantitative evaluation of perilous rock stability[J].Subgrade Engineering,2014(6):51-
[53]王林峰,陈洪凯,唐红梅.基于断裂力学与最优化理论的危岩稳定可靠性时效计算方法[J].武汉理工大学学报,2013,35(4):68-72.WANG Linfeng,CHEN Hongkai,TANG Hongmei.The aging calculate method for perilous rock stability reliability based on fracture mechanics and optimization method[J].Journal of Wuhan University of Technology,2013,35(4):68-72.
[54]王林峰,陈洪凯,唐红梅,等.地震作用下坠落式危岩稳定性分析[J].地下空间与工程学报,2013,9(5):1191-1196.WANG Linfeng,CHEN Hongkai,TANG Hongmei,et al.Stability analysis for falling perilous rock triggered by earthquake[J].Chinese Journal of Underground Space and Engineering,2013,9(5):1191-1196.
[55]王林峰,陈洪凯,唐红梅.考虑软质岩体支撑作用的危岩稳定性分析[J].铁道科学与工程学报.2014,11(2):65-70.WANG Linfeng,CHEN Hongkai,TANG Hongmei.Stability analysis of perilous rock considering soft rock mass's support[J].Journal of Railway Science and Engineering,2014,11(2):65-70.
[56]李佳壕,吴礼舟.危岩体稳定的时间效应分析[J].人民长江,2014,45(14):89-92.LI Jiahao,WU Lizhou.Analysis on time effect of dangerous rock stability[J].Yangtze River,2014,45(14):89-92.
[57]刘建东,邵长云,陈征宙,等.裂隙岩体边坡稳定性分析方法[J].东华理工大学学报(自然科学版),2004,27(3):255-259.LIU Jiandong,SHAO Changyun,CHEN Zhengzhou,et al.Stability analysis methods of rock mass slope[J].Journal of East China Institute of Technology,2004,27(3):255-259.
[58]李会中,王吉亮,杨静,等.高陡岩质边坡块体稳定性研究方法及应用[J].水电能源科学,2011,29(12):85-87.LI Huizhong,WANG Jiliang,YANG Jing,et al.Research method of block stability of high steep rocky slope and its application[J].Water Resources and Power,2011,29(12):85-87.
[59]董捷,宋绪国,许再良,等.基于平面坐标系统的倾倒式危岩稳定性研究[J].铁道标准设计,2012(9):7-10.DONG Jie,SONG Xuguo,XU Zailiang,et al.Study on stability of toppling-type unstable rock based on the plane coordinate system[J].Railway Standard Design,2012(9):7-10.
[60]黄江,石豫川,吉锋,等.三维激光扫描技术在高边坡危岩体调查中的应用与讨论[J].长江科学院院报,2013,30(11):45-49.HUANG Jiang,SHI Yuchuan,JI Feng,et al.Discussion on the application of 3-D laser scanning technology to the investigation of high slope perilous rock mass[J].Journal of Yangtze River Scientific Research Institute,2013,30(11):45-49.
[61]唐红梅,叶四桥,祝辉,等.危岩耦合参数研究[J].岩石力学与工程学报,2006,25(增刊1):2642-2649.TANG Hongmei,YE Siqiao,ZHU Hui,et al.Research on coupling parameter of perilous rock[J].Chines Journal of Rock Mechanics and Engineering,2006,25(Sup1):2642-2649.
[62]DU Y,XIE M W,JIANG Y J,et al.Experimental rock stability assessment using the frozen-thawing test[J].Rock Mechanics&Rock Engineering,2017,50(4):1-5.
[63]刘圆圆,王星华.利用改进的Newmark方法探讨高陡岩质边坡稳定性[J].世界地震工程,2013,29(4):147-152.LIU Yuanyuan,WANG Xinghua.Exploration into stability of high-steep rock slope by improved Newmark method[J].World Earthquake Engineering,2013,29(4):147-152.
[64]丁王飞,周云涛.基于主控结构面锁固段模型的危岩稳定性计算[J].人民长江,2015,46(24):72-77.DING Wangfei,ZHOU Yuntao.Analysis for unstable rock stability based on locking portion model of dominant fissure[J].Yangtze River,2015,46(24):72-77.
[65]崔宏环,刘建坤,张立群,等.含纵向裂隙的悬挑式危岩稳定性分析方法研究[J].铁道工程学报,2016,33(1):11-15.CUI Honghuan,LIU Jiankun,ZHANG Liqun,et al.A stability analysis method of the overhanging crag with longitudinal cracks[J].Journal of Railway Engineering Society,2016,33(1):11-15.
[66]张雷.格状与层状岩体边坡稳定性分析的概率方法[J].岩石力学与工程学报,2002,21(3):349-352.ZHANG Lei.Probability analysis method for the stability of grid and bedded rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(3):349-352.
[67]BUDETTA P,LUCA C D,NAPPI M.Quantitative rockfall risk assessment for an important road by means of the rockfall risk management(RO.MA.)method[J].Bulletin of Engineering Geology&the Environment,2016,75(4):1377-1397.
[68]OPPIKOFER T,BOHME M,SAINTOT A,et al.Hazard assessment of unstable and potential unstable rock slopes in storfjord(Western Norway)[M]//Engineering Geology for Society and Territory-Volume2.[S.l.]:Springer International Publishing,2015:71-87.
[69]谢全敏,夏元友.危岩块体稳定性的综合评价方法分析[J].岩土力学,2002,23(6):775-777.XIE Quanmin,XIA Yuanyou.Comprehensive assessment method of stability of critical rock-block mass and its application[J].Rock and Soil Mechanics,2002,23(6):775-777.
[70]徐卫亚,谈小龙,蒋中明.节理岩体边坡模糊稳定性分析方法研究[J].岩石力学与工程学报,2007,26(6):1232-1236.XU Weiya,TAN Xiaolong,JIANG Zhongming.research on fuzzy analttic approach for stability analysis of jointed rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1232-1236.
[71]张梅花,高谦.灰预测在高陡岩质边坡稳定性预测中的应用[J].有色金属(矿山部分),2010,62(1):59-62.ZHANG Meihua,GAO Qian.Application of grey forecasting in high-steep slope stability forecasting[J].Nonferrous Metals(Mine),2010,62(1):59-62.
[72]陈帆,刘立,陆海空,等.岩质高陡边坡稳定性分析[J].西华大学学报(自然科学版),2010,29(3):54-55.CHEN Fan,LIU Li,LU Haikong,et al.Stability analysis of high and steep rock slope[J].Journal of Xihua University(Natural Science),2010,29(3):54-55.
[73]董好刚,陈立德,黄长生.三峡库区云阳—江津段危岩形成的影响因素及稳定性评价[J].工程地质学报,2010,18(5):645-650.DONG Haogang,CHEN Lide,HUAN Changsheng.Influential factors and stability evaluation of dangerous rock formation in Yunyang-Jiangjin section of three gorges reservoir area[J].Journal of Engineering Geology,2010,18(5):645-650.
[74]欧武涛,王伟.层次分析法在危岩稳定性评价中的应用:以重庆市渝北区老岩危岩为例[J].重庆交通大学学报(自然科学版),2011,30(增刊1):650-651.OU Wutao,WANG Wei.Application of analytic hierarchy process in the evaluation of the stability of unstable rocks:taking Laoyan dangerous rock in Yubei District,Chongqing as an example[J].Journal of Chongqing Jiaotong University(Natural Science),2011,30(Sup1):650-651.
[75]胡显明,晏鄂川,杨建国,等.巫溪南门湾危岩体稳定性分区研究[J].工程地质学报,2011,19(3):397-403.HU Xianming,YAN Echuan,YANG Jianguo,et al.Stability assessment of unstable rock blocks at Nanmenwan in Wuxi county[J].Journal of Engineering Geology,2011,19(3):397-403.
[76]秦植海,秦鹏.高边坡稳定性评价的模糊层次与集对分析耦合模型[J].岩土工程学报,2010,32(5):706-711.QIN Zhihai,QIN Peng.Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process-set pair analysis method[J].Chinese Journal of Geotechnical Engineering,2010,32(5):706-711.
[77]袁永才,王旭春,李术才,等.高陡岩质边坡稳定性评价的熵权属性识别模型与工程应用[J].湘潭大学自然科学学报,2014(4):29-37.YUAN Yongcai,WANG Xuchun,LI Shucai,et al.Attribute recognition model of stability evaluation of steep rocky slope and its application[J].Natural Science Journal of Xiangtan University,2014(4):29-37.
[78]陈鹏宇,曾红彪,师华鹏,等.危岩稳定性评价的颗粒流断裂力学法[J].自然灾害学报,2016,25(3):87-95.CHEN Pengyu,ZENG Hongbiao,SHI Huapeng,et al.Stability evaluation of unstable rock based on particle flow simulation and fracture mechanics[J].Journal of Natural Disasters,2016,25(3):87-95.
[79]ZHAO B,XU W Y,LIANG G L,et al.Stability evaluation model for high rock slope based on element extension theory[J].Bulletin of Engineering Geology and the Environment,2015,74(2):301-314.
[80]SU H,LI J,CAO J,et al.Macro-comprehensive evaluation method of high rock slope stability in hydropower projects[J].Stochastic Environmental Research and Risk Assessment,2014,28(2):213-224.
[81]GHOSH A,HAUPT W.Computation of the seismic stability of rock wedges[J].Rock Mechanics and Rock Engineering,1989,22(2):109-125.
[82]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):237-241.WU Zhaoying,BO Jingshan,LIU Hongshuai,et al.A method for evaluating dynamic safety factor rock slope seismic stability analysis[J].Journal of Disaster Prevention and Mitigation Engineering,2004,24(3):237-241.
[83]倪俊.红砂岩高陡岩质边坡稳定性分析及治理[J].岩土力学,2004,25(6):981-983.NI Jun.Stability analysis and deposement of high steep rock slopes of red sandstone[J].Rock and Mechanics,2004,25(6):981-983.
[84]谷拴成,张士兵.ANSYS在高边坡危岩稳定性分析中的应用[J].西安科技大学学报,2003,23(4):375-378.GU Shuancheng,ZHANG Shibing.Application of ANSYS in the stability analysis of the high dangerous rock mass[J].Journal of Xi'an University of Science and Technology,2003,23(4):375-378.
[85]唐红梅,叶四桥,陈洪凯.危岩主控结构面损伤—断裂数值模拟研究[J].重庆交通学院学报,2005,24(4):84-88.TANG Hongmei,YE Siqiao,CHEN Hongkai.Research on numerical simulation of damage-fracture process of control fissure in unstable rock[J].Journal of Chongqing Jiaotong University,2005,24(4):84-88.
[86]张晓科,秦四清,李志刚,等.西龙池抽水蓄能电站下水库BW2危岩稳定性分析[J].工程地质学报,2007,15(2):174-178.ZHANG Xiaoke,QIN Siqing,LI Zhigang,et al.Stability analysis of an unstable rock block at the site of Xilongchi pumped storage power station[J].Journal of Engineering Geology,2007,15(2):174-178.
[87]庄晓莹,蔡永昌,朱合华,等.基于无网格一图论方法的岩体边坡稳定性分析研究[J].力学季刊,2008,29(4):537-543.ZHUANG Xiaoying,CAI Yongchang,ZHU Hehua,et al.Rock slope stability analysis based on meshless method and shortest path algorithm[J].Chinese Quarterly of Mechanics,2008,29(4):537-543.
[88]白永健,黄润秋,巨能攀,等.高陡岩质边坡稳定性三维离散元分析[J].工程地质学报,2008,16(5):592-597.BAI Yongjian,HUANG Runqiu,JV Nengpan,et al.Three dimensional discrete element analysis of stability of high and steep rock slope[J].Journal of Engineering Geology,2008,16(5):592-597.
[89]张利国,王春雷.客运专线桥基高边坡稳定性三维有限元分析[J].铁道工程学报,2010,27(2):45-48.ZHANG Liguo,WANG Chunlei.Three-dimensional finite element analysis of stability of high-steep slope under load of bridge of passenger dedicated line[J].Journal of Railway Engineering Society,2010,27(2):45-48.
[90]蔡永昌,苏锋,朱合华.基于无网格MSLS方法的岩体高边坡稳定性分析研究[C]//中国力学学会2009学术大会.郑州:[s.n.],2009.CAI Yongchang,SU Feng,ZHU Hehua.Study on the stability of rock mass high slope based on meshless MSLS method[C]//Chinese Society of Mechanics 2009 Academic Conference.Zhengzhou:[s.n.],2009.
[91]张强,巢梨花.露天采场高陡岩质边坡流固耦合稳定性研究[J].金属矿山,2010(10):31-33.ZHANG Qiang,CHAO Lihua.Stability research of the fluid-solid coupling of high and steep rock slope[J].Metal Mine,2010(10):31-33.
[92]徐飞飞.大渡河黄金坪水电站后山高陡岩质边坡稳定性分析[J].路基工程,2011(4):182-184.XU Feifei.Stability analysis of high steep rock slope in rear mountain of huangjinping hydropower station in Dadu River[J].Subgrade Engineering,2011(4):182-184.
[93]刘远亮,谢晓锋.高陡复杂岩质边坡Midas GTS三维建模及稳定性计算[J].广东土木与建筑,2013(8):51-53.LIU Yuanliang,XIE Xiaofeng.Midas GTS 3D modeling and stability calculation of complex high steep rock slope[J].Guangdong Architecture Civil Engineering,2013(8):51-53.
[94]韩佳泳.基于结构面结合程度的边坡稳定性分析岩体单元划分方法[J].广东土木与建筑,2013(10):57-61.HAN Jiayong.Division method of rock unit for analysis of slope stability based on degree of rock structural plane[J].Guangdong Architecture Civil Engineering,2013(10):57-61.
[95]杨天鸿,黄龙现,王培涛,等.三维各向异性材料数值模型的计算方法[J].东北大学学报(自然科学版),2012,33(10):1479-1482.YANG Tianhong,HUANG Longxian,WANG Peitao,et al.Calculation method of 3D anisotropic material numerical model[J].Journal of Northeastern University(Natural Science),2012,33(10):1479-1482.
[96]陈鹏宇,李雄峰,师华鹏,等.基于颗粒流理论的矿山岩质高边坡危岩稳定性分析[J].矿业研究与开发,2016(3):54-59.CHEN Pengyu,LI Xiongfeng,SHI Huapeng,et al.Stability analysis on dangerous rock of high mining slope based on the particle flow theory[J].Mining Research and Development,2016(3):54-59.
[97]HE X H,HAN G Y,XIAO R H.Some relationship between safety factor of earthquake slope and related parameters[J].Advanced Materials Research,2011,422:688-692.
[98]郑颖人,张玉芳,赵尚毅,等.有限元强度折减法在元磨高速公路高边坡工程中的应用[J].岩石力学与工程学报,2005,24(21):3812-3817.ZHENG Yingren,ZHANG Yufang,ZHAO Shangyi,et al.Application of finite element strength reduction method in high slope engineering of Yuan-Mo freeway[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3812-3817.
[99]郭朝旭,王尚庆.长江三峡链子崖的数值仿真与可视化[J].灾害与防治工程,2010(1):38-46.GUO Chaoxu,WANG Shangqing.Numeral simulation and visualization of Lianzi Cliff in the Yangtze Three Gorges[J].Disaster and Control Engineering,2010(1):38-46.
[100]常晓林,胡超,马刚,等.模拟岩体失效全过程的连续一非连续变形体离散元方法及应用[J].岩石力学与工程学报,2011,30(10):2004-2011.CHANG Xiaolin,HU Chao,MA Gang,et al.Discontinuous element method and its application to simulating failure of rock mass in continuous and non-continuous deformable body[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2004-2011.
[101]LIU Y,HE Z,LENG K,et al.Dynamic limit equilibrium analysis of sliding block for rock slope based on nonlinear FEM[J].Journal of Central South University,2013,20(8):2263-2274.
[102]YOSHIMURA T,FUKUDA N.Newly developed method of predicting slope collapse places triggered by faults combined withγ-ray and magnetic susceptibility survey[M]//Earthquake-Induced Landslides.[S.l.]:Springer Berlin Heidelberg,2013:857-862.
[103]陈洪凯,唐红梅.钻孔应力传感器及其钻孔应力监测方法:中国,ZL200910103038.0[P/OL].2009-07-29[2017-03-28].http://www.soopat.com/Patent/200910103038?lx=FMSQ.CHEN Hongkai,TANG Hongmei.Borehole Stress Sensor and Its Borehole Stress Monitoring Method:Chinese,ZL200910103038.0[P/OL].2009-07-29[2017-03-28].http://www.soopat.com/Patent/200910103038?lx=FMSQ
[104]陈洪凯,陈雪诺,唐红梅.压电型钻孔应力传感器及其边坡应力监测方法:中国,ZL201110223881.x[P/OL].2012-04-11[2017-3-28].http://www.soopat.com/Patent/201110223881?lx=FMSQ.CHEN Hongkai,CHEN Xuenuo,TANG Hongmei.Piezoelectric Type Borehole Stress Sensor and Slope Stress Monitoring Method:Chinese,ZL201110223881.x[P/OL].2012-04-11[2017-3-28].http://www.soopat.com/Patent/201110223881?lx=FMSQ
[105]陈洪凯,唐红梅.危岩体崩塌灾害预警仪及其预警方法:中国,ZL200810069475.0[P/OL].2008-08-20[2017-03-28].http://www.soopat.com/Patent/200810069475?lx=FMSQ.CHEN Hongkai,TANG Hongmei.Dangerous Rock Body Collapse Disaster Early Warning Instrument and Early Warning Method:Chinese,ZL200810069475.0[P/OL].2008-08-20[2017-03-28].http://www.soopat.com/Patent/200810069475?lx=FMSQ.
[106]SHENG Li,MA Junjie,HU Jun.Rockfall hazard alarm strategy based on f b g smart passive net structure[J].Photon Sensor,2015,5(1):19-23.
[2]陈洪凯,唐红梅,叶四桥,等.危岩防治原理[M].北京地震出版社,2006.CHEN Hongkai,TANG Hongmei,YE Siqiao,et al.Principles of Prevention and Control of Unstable Rock[M].Beijing:Seismological Press,2006.
[3]陈洪凯,董平,唐红梅.危岩崩塌灾害研究现状与趋势[J].重庆师范大学学报(自然科学版),2015,32(6):53-60.CHEN Hongkai,DONG Ping,TANG Hongmei.The status quo and trends of perilous rock and collapse disaster[J].Journal of Chongqing Normal University(Natural Science),2015,32(6):53-60.
[4]STROM A L.Rock avalanches of the Ardon River valley at the southern foot of the Rocky Range,Northern Caucasus,North Osetia[J].Landslides,2004,1(3):237-241.
[5]CHAU K T,WONG R H C,LIU J,et al.Rockfall hazard analysis for Hongkong based on rockfall inventory[J].Rock Mechanics&Rock Engineering,2003,36(5):383-408.
[6]LOEW S,GSCHWIND S,GISCHIG V,et al.Monitoring and early warning of the 2012 Preonzo catastrophic rock slope failure[J].Landslides,2016,17(1):1-14.
[7]XU Xin.Cliff collapses after 5.7-magnitude quake rocks Christchurch in New Zealand[EB/OL].[2016-02-14].http://news.xinhua net.com/english/2016-02/14/c_135096296.htm.
[8]XU Xin.Brazil cave collapse kills 10,injures 7[EB/OL].[2016-11-02].http://news.xinhuanet.com/english/2016-11/02/c_135800352.htm.
[9]MU Xuequan.Death toll of mine collapse in SE Turkey rises to 11[EB/OL].[2016-11-28].http://news.xinhuanet.com/english/2016-11/28/c_135862071.htm.
[10]陈洪凯,鲜学福,唐红梅.石质山区崩塌灾害形成机制——以四面山国家级风景名胜区红岩山为例[J].四川大学学报(工程科学版),2010,42(3):1-6.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Developing mechanism for collapse disaster in rock mountain area—taking Mt.Hongyan in the national scenic spots of Simianshan as an example[J].Journal of Sichuan University(Engineering Science Edition),2010,42(3):1-6.
[11]陈洪凯,唐红梅,王林峰,等.缓倾角岩质陡坡后退演化的力学机制[J].岩土工程学报,2010,32(3):468-473.CHEN Hongkai,TANG Hongmei,WANG Linfeng,et al.Mechanical mechanism for retreat evolution of steep rock slopes with gentle dip[J].Chinese Journal of Geotechnical Engineering,2010,32(3):468-473.
[12]唐红梅,陈洪凯,王智,等.危岩破坏激振效应试验研究[J].岩土工程学报,2013,35(11):2117-2122.TANG Hongmei,CHEN Hongkai,WANG Zhi,et al.Experimental study on excitation effect for unstable rock[J].Chinese Journal of Geotechnical Engineering,2013,35(11):2117-2122.
[13]唐红梅,王智,陈洪凯,等.坠落式危岩崩落的激振效应与求解[J].振动与冲击,2012,31(20):32-37.TANG Hongmei,WANG Zhi,CHEN Hongkai,et al.Contribution ratio of excitation action triggered by collapse of perilous rock to stability of perilous rock[J].Journal of Vibration and Shock,2012,31(20):32-37.
[14]陈维,徐则民,刘文连.差异风化型危岩力学模型及破坏机制研究[J].岩土力学,2015,36(1):195-204.CHEN Wei,XU Zemin,LIU Wenlian.Mechanical model and failure mechanism of unstable cantilevered rock blocks due to differential weathering[J].Rock and Soil Mechanics,2015,36(1):195-204.
[15]陈洪凯,唐兰,朱绣竹.考虑月球引潮力和昼夜温差效应的危岩稳定性分析[J].重庆交通大学学报(自然科学版),2013,32(4):625-629.CHEN Hongkai,TANG Lan,ZHU Xiuzhu.Stability analysis of perilous rock considering lunar tide-generating force and temperature difference between day and night[J].Journal of Chongqing Jiaotong University(Natural Science),2013,32(4):625-629.
[16]樊维,陈洪凯.裂隙岩体植物根劈机理研究[J].科技创新导报,2015(35):46-47.FAN Wei,CHEN Hongkai.Study on the mechanism of plant root splitting in fractured rock mass[J].Science and Technology Innovation Herald,2015(35):46-47.
[17]郑安兴,罗先启,沈辉.危岩主控结构面变形破坏的扩展有限元法模拟分析[J].岩土力学,2013,34(8):2371-2377.ZHENG Anxing,LUO Xianqi,SHEN Hui.Numerical simulation and analysis of deformation and failure of jointed rock slopes by extended finite element method[J].Rock and Soil Mechanics,2013,34(8):2371-2377.
[18]李佳壕,吴礼舟.危岩应力强度因子的计算研究[J].工程地质学报,2013,21(2):236-242.LI Jiahao,WU Lizhou.Calculation of stress intensity factor of unstable rock[J].Journal of Engineering Geology,2013,21(2):236-242.
[19]陈洪凯,唐红梅,叶四桥.危岩主控结构面损伤模型研究[J].应用数学和力学,2006,27(7):845-851.CHEN Hongkai,TANG Hongmei,YE Siqiao.Research on damage model of control fissure in perilous rock[J].Applied Mathematics and Mechanics,2006,27(7):845-851.
[20]陈洪凯,唐红梅.危岩主控结构面疲劳断裂寿命计算方法[J].应用数学和力学,2007,28(5):575-580.CHEN Hongkai,TANG Hongmei.Method to calculate fatigue fracture life of control fissure in perilous rock[J].Applied Mathematics and Mechanics,2007,28(5):575-580.
[21]傅鹤林,刘运思,李凯,等.裂隙损伤岩体在渗流作用下的边坡稳定性分析[J].中国公路学报,2013,26(4):29-35.FU Helin,LIU Yunsi,LI Kai,et al.Analysis of rock slope seepage stability under crack damage[J].China Journal of Highway and Transport,2013,26(4):29-35.
[22]何潇,陈洪凯,唐红梅.长江三峡巫峡岸坡望霞危岩发育机理研究[J].人民长江,2014(12):49-53.HE Xiao,CHEN Hongkai,TANG Hongmei.Developing mechanism of dangerous rock at bank slope of Wuxia Gorge in Three Gorges[J].Yangtze River,2014(12):49-53.
[23]何晓英,陈洪凯,唐红梅.长江巫峡望霞危岩破坏解体特征分析[J].人民长江,2013,44(9):24-28.HE Xiaoying,CHEN Hongkai,TANG Hongmei.Study on damage disintegrating characteristic of Wangxia perilous rock in Wu Gorge of Yangtze River[J].Yangtze River,2013,44(9):24-28.
[24]吴永,何思明,李新坡,等.裂缝冰胀力作用下高寒危岩体失稳破坏机理[J].四川大学学报(工程科学版),2015,47(6):32-39.WU Yong,HE Siming,LI Xinpo,et al.Collapse mechanism of extreme cold dangerous rock at high altitude under expansive force of crack ice[J].Journal of Sichuan University(Engineering Science Edition),2015,47(6):32-39.
[25]AMITRANO D.Microseismic activity analysis for the study of the rupture mechanisms in unstable rock masses[J].Natural Hazards&Earth System Sciences,2010,10(4):831-841.
[26]ZHANG J,SHU J,ZHANG H,et al.Study on rock mass stability criterion based on catastrophe theory[J].Mathematical Problems in Engineering,2015(5):1-7.
[27]AYDANO.Large rock slope failures induced by recent earthquakes[J].Rock Mechanics and Rock Engineering,2016,49(6):2503-2524.
[28]JR E D A V,VELLOSO R Q,CHAVEZ L E,et al.On the effect of thermally induced stresses in failures of some rock slopes in Rio de Janeiro,Brazil[J].Rock Mechanics&Rock Engineering,2013,46(1):123-134.
[29]ALEMDAG S,AKGUN A,KAYA A,et al.A large and rapid planar failure:causes,mechanism,and consequences(Mordut,Gumushane,Turkey)[J].Arabian Journal of Geosciences,2014,7(3):1205-1221.
[30]王家臣,谭文辉.边坡渐进破坏三维随机分析[J].煤炭学报,1997,22(1):27-31.WANG Jianchen,TAN Wenhui.Progressive destruction of slope three-dimensional stochastic analysis[J].Journal of China Coal Society,1997,22(1):27-31.
[31]杨锡武,易志坚.基于离心模型试验和断裂理论的加筋边坡合理布筋方式研究[J].土木工程学报,2002,35(4):59-64.YANG Xiwu,YI Zhijian.Research on reasonable arrangement of reinforced slope based on centrifugal model test and fracture theory[J].China Civil Engineering Journal,2002,35(4):59-64.
[32]易志坚,王士杰,王向坚.Ⅱ型平面应力裂纹线场的弹塑性精确解[J].应用数学和力学,1995,16(10):909-916.YI Zhijian,WANG Shijie,WANG Xiangjian.The exact solutions of elastic-plastic crack line field for mode ii plane stress crack[J].Applied Mathematics and Mechanics,1995,16(10):909-916.
[33]ALFREDSSON K S,STIGH U.Stability of beam-like fracture mechanics specimens[J].Engineering Fracture Mechanics,2012,89:98-113.
[34]FRAYSSINES M,HANTZ D.Modelling and back-analysing failures in steep limestone cliffs[J].International Journal of Rock Mechanics and Mining Sciences,2009,46(7):1115-1123.
[35]CARTER J P,BOOKER J R.Sudden excavation of a long circular tunnel in elastic ground[J].International Journal of Rock Mechanics&Mining Sciences&Geomechanics Abstracts,1990,27(2):129-132.
[36]李克森,冯建国.考虑渗透力作用的三峡库区危岩失稳破坏机理[J].中国水运,2013,13(5):155-156.LI Kesen,FENG Jianguo.Damage mechanism of unstable rock in the Three Gorges Reservoir area under the influence of seepage force[J].China Water Transport,2013,13(5):155-156.
[37]左建平,黄亚明,熊国军,等.脆性岩石破坏的能量跌落系数研究[J].岩土力学,2014,35(2):321-327.ZUO Jianping,HUANG Yaming,XIONG Guojun,et al.Study of energy-drop coefficient of brittle rock failure[J].Rock and Soil Mechanics,2014,35(2):321-327.
[38]WANG W,YUAN W,WANG Q Z,et al.Earthquake-induced collapse mechanism of two types of dangerous rock masses[J].Earthquake Engineering&Engineering Vibration,2016,15(2):379-386.
[39]LIU Z,YAN Z,DUAN J.Couple analysis on strength reduction theory and rheological mechanism for slope stability[J].Journal of Central South University of Technology,2008,15(1):351-356.
[40]陈洪凯,鲜学福,唐红梅,等.危岩稳定性分析方法[J].应用力学学报,2009,26(2):278-282.CHEN Hongkai,XIAN Xuefu,TANG Hongmei,et al.Stability analysis method for perilous rock[J].Chinese Journal of Applied Mechanics,2009,26(2):278-282.
[41]陈洪凯,唐红梅,王蓉.三峡库区危岩稳定性计算方法及应用[J].岩石力学与工程学报,2004,23(4):614-619.CHEN Hongkai,TANG Hongmei,WANG Rong.Calculation method of stability for unstable rock and application to the three gorges reservoir[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(4):614-619.
[42]陈洪凯,唐红梅.危岩主控结构面强度参数计算方法[J].工程地质学报,2008,16(1):37-41.CHEN Hongkai,TANG Hongmei.Method for calculating strength parameters of structural planes controlling the rock block stability[J].Journal of Engineering Geology,2008,16(1):37-41.
[43]陈洪凯,周云涛,唐红梅.基于时程分析的滑塌式危岩清除爆破动力稳定性计算方法[J].振动与冲击,2014,33(15):31-34.CHEN Hongkai,ZHOU Yuntao,TANG Hongmei.Dynamic stability calculation method for unstable sliding rock under excavation blasting based on time history analysis[J].Journal of Vibration and Shock,2014,33(15):31-34.
[44]唐红梅,周云涛,陈洪凯,等.地下工程爆破对危岩稳定性的影响[J].爆炸与冲击,2015,35(2):278-284.TANG Hongmei,ZHOU Yuntao,CHEN Hongkai,et al.Impact study on stability of unstable rock under underground construction blasting[J].Explosion and Shock Waves,2015,35(2):278-284.
[45]陈洪凯,鲜学福,唐红梅.基于断裂力学的危岩支撑-锚固联合计算方法[J].金属矿山,2009(3):10-13.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Calculation method for the combined support anchorage for perilous rock based on fracture mechanics[J].Metal Mine,2009(3):10-13.
[46]陈洪凯,鲜学福,唐红梅.危岩稳定性断裂力学计算方法[J].重庆大学学报,2009,32(4):434-437.CHEN Hongkai,XIAN Xuefu,TANG Hongmei.Stability analysis method for perilous rock by fracture mechanics[J].Journal of Chongqing University,2009,32(4):434-437.
[47]邓跃,周云涛.动力作用下危岩稳定性计算的断裂力学方法[J].人民长江,2015(13):33-38.DENG Yue,ZHOU Yuntao.Calculation method of fracture mechanics for unstable rock stability analysis under dynamic load[J].Yangtze River,2015(13):33-38.
[48]陈涛.滑塌式危岩尖点突变模型研究[J].宁夏大学学报(自然科学版),2015,36(4):346-350.CHEN Tao.Study on cusp catastrophe model for unstable sliding rock[J].Journal of Ningxia University(Natural Science Edition),2015,36(4):346-350.
[49]戴自航,卢才金.边坡失稳机理的力学解释[J].岩土工程学报,2006,28(10):1191-1197.DAI Zihang,LU Caijin.Mechanical explanations on mechanism of slope stability[J].Chinese Journal of Geotechnical Engineering,2006,28(10):1191-1197.
[50]CHEKHOV V N.Allowing for the plastic properties of rock in stability problems for a stratified rock mass[J].International Applied Mechanics,2007,43(12):1359-1371.
[51]MERRIEN-SOUKATCHOFF V,KORINI T,THORAVAL A.Use of an integrated discrete fracture network code for stochastic stability analyses of fractured rock masses[J].Rock Mechanics&Rock Engineering,2012,45(2):159-181.
[52]刘卫华,黄润秋.危岩稳定性定量评价研究[J].路基工程,2014(6):51-57.LIU Weihua,HUANG Runqiu.Study on quantitative evaluation of perilous rock stability[J].Subgrade Engineering,2014(6):51-
[53]王林峰,陈洪凯,唐红梅.基于断裂力学与最优化理论的危岩稳定可靠性时效计算方法[J].武汉理工大学学报,2013,35(4):68-72.WANG Linfeng,CHEN Hongkai,TANG Hongmei.The aging calculate method for perilous rock stability reliability based on fracture mechanics and optimization method[J].Journal of Wuhan University of Technology,2013,35(4):68-72.
[54]王林峰,陈洪凯,唐红梅,等.地震作用下坠落式危岩稳定性分析[J].地下空间与工程学报,2013,9(5):1191-1196.WANG Linfeng,CHEN Hongkai,TANG Hongmei,et al.Stability analysis for falling perilous rock triggered by earthquake[J].Chinese Journal of Underground Space and Engineering,2013,9(5):1191-1196.
[55]王林峰,陈洪凯,唐红梅.考虑软质岩体支撑作用的危岩稳定性分析[J].铁道科学与工程学报.2014,11(2):65-70.WANG Linfeng,CHEN Hongkai,TANG Hongmei.Stability analysis of perilous rock considering soft rock mass's support[J].Journal of Railway Science and Engineering,2014,11(2):65-70.
[56]李佳壕,吴礼舟.危岩体稳定的时间效应分析[J].人民长江,2014,45(14):89-92.LI Jiahao,WU Lizhou.Analysis on time effect of dangerous rock stability[J].Yangtze River,2014,45(14):89-92.
[57]刘建东,邵长云,陈征宙,等.裂隙岩体边坡稳定性分析方法[J].东华理工大学学报(自然科学版),2004,27(3):255-259.LIU Jiandong,SHAO Changyun,CHEN Zhengzhou,et al.Stability analysis methods of rock mass slope[J].Journal of East China Institute of Technology,2004,27(3):255-259.
[58]李会中,王吉亮,杨静,等.高陡岩质边坡块体稳定性研究方法及应用[J].水电能源科学,2011,29(12):85-87.LI Huizhong,WANG Jiliang,YANG Jing,et al.Research method of block stability of high steep rocky slope and its application[J].Water Resources and Power,2011,29(12):85-87.
[59]董捷,宋绪国,许再良,等.基于平面坐标系统的倾倒式危岩稳定性研究[J].铁道标准设计,2012(9):7-10.DONG Jie,SONG Xuguo,XU Zailiang,et al.Study on stability of toppling-type unstable rock based on the plane coordinate system[J].Railway Standard Design,2012(9):7-10.
[60]黄江,石豫川,吉锋,等.三维激光扫描技术在高边坡危岩体调查中的应用与讨论[J].长江科学院院报,2013,30(11):45-49.HUANG Jiang,SHI Yuchuan,JI Feng,et al.Discussion on the application of 3-D laser scanning technology to the investigation of high slope perilous rock mass[J].Journal of Yangtze River Scientific Research Institute,2013,30(11):45-49.
[61]唐红梅,叶四桥,祝辉,等.危岩耦合参数研究[J].岩石力学与工程学报,2006,25(增刊1):2642-2649.TANG Hongmei,YE Siqiao,ZHU Hui,et al.Research on coupling parameter of perilous rock[J].Chines Journal of Rock Mechanics and Engineering,2006,25(Sup1):2642-2649.
[62]DU Y,XIE M W,JIANG Y J,et al.Experimental rock stability assessment using the frozen-thawing test[J].Rock Mechanics&Rock Engineering,2017,50(4):1-5.
[63]刘圆圆,王星华.利用改进的Newmark方法探讨高陡岩质边坡稳定性[J].世界地震工程,2013,29(4):147-152.LIU Yuanyuan,WANG Xinghua.Exploration into stability of high-steep rock slope by improved Newmark method[J].World Earthquake Engineering,2013,29(4):147-152.
[64]丁王飞,周云涛.基于主控结构面锁固段模型的危岩稳定性计算[J].人民长江,2015,46(24):72-77.DING Wangfei,ZHOU Yuntao.Analysis for unstable rock stability based on locking portion model of dominant fissure[J].Yangtze River,2015,46(24):72-77.
[65]崔宏环,刘建坤,张立群,等.含纵向裂隙的悬挑式危岩稳定性分析方法研究[J].铁道工程学报,2016,33(1):11-15.CUI Honghuan,LIU Jiankun,ZHANG Liqun,et al.A stability analysis method of the overhanging crag with longitudinal cracks[J].Journal of Railway Engineering Society,2016,33(1):11-15.
[66]张雷.格状与层状岩体边坡稳定性分析的概率方法[J].岩石力学与工程学报,2002,21(3):349-352.ZHANG Lei.Probability analysis method for the stability of grid and bedded rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(3):349-352.
[67]BUDETTA P,LUCA C D,NAPPI M.Quantitative rockfall risk assessment for an important road by means of the rockfall risk management(RO.MA.)method[J].Bulletin of Engineering Geology&the Environment,2016,75(4):1377-1397.
[68]OPPIKOFER T,BOHME M,SAINTOT A,et al.Hazard assessment of unstable and potential unstable rock slopes in storfjord(Western Norway)[M]//Engineering Geology for Society and Territory-Volume2.[S.l.]:Springer International Publishing,2015:71-87.
[69]谢全敏,夏元友.危岩块体稳定性的综合评价方法分析[J].岩土力学,2002,23(6):775-777.XIE Quanmin,XIA Yuanyou.Comprehensive assessment method of stability of critical rock-block mass and its application[J].Rock and Soil Mechanics,2002,23(6):775-777.
[70]徐卫亚,谈小龙,蒋中明.节理岩体边坡模糊稳定性分析方法研究[J].岩石力学与工程学报,2007,26(6):1232-1236.XU Weiya,TAN Xiaolong,JIANG Zhongming.research on fuzzy analttic approach for stability analysis of jointed rock slope[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1232-1236.
[71]张梅花,高谦.灰预测在高陡岩质边坡稳定性预测中的应用[J].有色金属(矿山部分),2010,62(1):59-62.ZHANG Meihua,GAO Qian.Application of grey forecasting in high-steep slope stability forecasting[J].Nonferrous Metals(Mine),2010,62(1):59-62.
[72]陈帆,刘立,陆海空,等.岩质高陡边坡稳定性分析[J].西华大学学报(自然科学版),2010,29(3):54-55.CHEN Fan,LIU Li,LU Haikong,et al.Stability analysis of high and steep rock slope[J].Journal of Xihua University(Natural Science),2010,29(3):54-55.
[73]董好刚,陈立德,黄长生.三峡库区云阳—江津段危岩形成的影响因素及稳定性评价[J].工程地质学报,2010,18(5):645-650.DONG Haogang,CHEN Lide,HUAN Changsheng.Influential factors and stability evaluation of dangerous rock formation in Yunyang-Jiangjin section of three gorges reservoir area[J].Journal of Engineering Geology,2010,18(5):645-650.
[74]欧武涛,王伟.层次分析法在危岩稳定性评价中的应用:以重庆市渝北区老岩危岩为例[J].重庆交通大学学报(自然科学版),2011,30(增刊1):650-651.OU Wutao,WANG Wei.Application of analytic hierarchy process in the evaluation of the stability of unstable rocks:taking Laoyan dangerous rock in Yubei District,Chongqing as an example[J].Journal of Chongqing Jiaotong University(Natural Science),2011,30(Sup1):650-651.
[75]胡显明,晏鄂川,杨建国,等.巫溪南门湾危岩体稳定性分区研究[J].工程地质学报,2011,19(3):397-403.HU Xianming,YAN Echuan,YANG Jianguo,et al.Stability assessment of unstable rock blocks at Nanmenwan in Wuxi county[J].Journal of Engineering Geology,2011,19(3):397-403.
[76]秦植海,秦鹏.高边坡稳定性评价的模糊层次与集对分析耦合模型[J].岩土工程学报,2010,32(5):706-711.QIN Zhihai,QIN Peng.Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process-set pair analysis method[J].Chinese Journal of Geotechnical Engineering,2010,32(5):706-711.
[77]袁永才,王旭春,李术才,等.高陡岩质边坡稳定性评价的熵权属性识别模型与工程应用[J].湘潭大学自然科学学报,2014(4):29-37.YUAN Yongcai,WANG Xuchun,LI Shucai,et al.Attribute recognition model of stability evaluation of steep rocky slope and its application[J].Natural Science Journal of Xiangtan University,2014(4):29-37.
[78]陈鹏宇,曾红彪,师华鹏,等.危岩稳定性评价的颗粒流断裂力学法[J].自然灾害学报,2016,25(3):87-95.CHEN Pengyu,ZENG Hongbiao,SHI Huapeng,et al.Stability evaluation of unstable rock based on particle flow simulation and fracture mechanics[J].Journal of Natural Disasters,2016,25(3):87-95.
[79]ZHAO B,XU W Y,LIANG G L,et al.Stability evaluation model for high rock slope based on element extension theory[J].Bulletin of Engineering Geology and the Environment,2015,74(2):301-314.
[80]SU H,LI J,CAO J,et al.Macro-comprehensive evaluation method of high rock slope stability in hydropower projects[J].Stochastic Environmental Research and Risk Assessment,2014,28(2):213-224.
[81]GHOSH A,HAUPT W.Computation of the seismic stability of rock wedges[J].Rock Mechanics and Rock Engineering,1989,22(2):109-125.
[82]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):237-241.WU Zhaoying,BO Jingshan,LIU Hongshuai,et al.A method for evaluating dynamic safety factor rock slope seismic stability analysis[J].Journal of Disaster Prevention and Mitigation Engineering,2004,24(3):237-241.
[83]倪俊.红砂岩高陡岩质边坡稳定性分析及治理[J].岩土力学,2004,25(6):981-983.NI Jun.Stability analysis and deposement of high steep rock slopes of red sandstone[J].Rock and Mechanics,2004,25(6):981-983.
[84]谷拴成,张士兵.ANSYS在高边坡危岩稳定性分析中的应用[J].西安科技大学学报,2003,23(4):375-378.GU Shuancheng,ZHANG Shibing.Application of ANSYS in the stability analysis of the high dangerous rock mass[J].Journal of Xi'an University of Science and Technology,2003,23(4):375-378.
[85]唐红梅,叶四桥,陈洪凯.危岩主控结构面损伤—断裂数值模拟研究[J].重庆交通学院学报,2005,24(4):84-88.TANG Hongmei,YE Siqiao,CHEN Hongkai.Research on numerical simulation of damage-fracture process of control fissure in unstable rock[J].Journal of Chongqing Jiaotong University,2005,24(4):84-88.
[86]张晓科,秦四清,李志刚,等.西龙池抽水蓄能电站下水库BW2危岩稳定性分析[J].工程地质学报,2007,15(2):174-178.ZHANG Xiaoke,QIN Siqing,LI Zhigang,et al.Stability analysis of an unstable rock block at the site of Xilongchi pumped storage power station[J].Journal of Engineering Geology,2007,15(2):174-178.
[87]庄晓莹,蔡永昌,朱合华,等.基于无网格一图论方法的岩体边坡稳定性分析研究[J].力学季刊,2008,29(4):537-543.ZHUANG Xiaoying,CAI Yongchang,ZHU Hehua,et al.Rock slope stability analysis based on meshless method and shortest path algorithm[J].Chinese Quarterly of Mechanics,2008,29(4):537-543.
[88]白永健,黄润秋,巨能攀,等.高陡岩质边坡稳定性三维离散元分析[J].工程地质学报,2008,16(5):592-597.BAI Yongjian,HUANG Runqiu,JV Nengpan,et al.Three dimensional discrete element analysis of stability of high and steep rock slope[J].Journal of Engineering Geology,2008,16(5):592-597.
[89]张利国,王春雷.客运专线桥基高边坡稳定性三维有限元分析[J].铁道工程学报,2010,27(2):45-48.ZHANG Liguo,WANG Chunlei.Three-dimensional finite element analysis of stability of high-steep slope under load of bridge of passenger dedicated line[J].Journal of Railway Engineering Society,2010,27(2):45-48.
[90]蔡永昌,苏锋,朱合华.基于无网格MSLS方法的岩体高边坡稳定性分析研究[C]//中国力学学会2009学术大会.郑州:[s.n.],2009.CAI Yongchang,SU Feng,ZHU Hehua.Study on the stability of rock mass high slope based on meshless MSLS method[C]//Chinese Society of Mechanics 2009 Academic Conference.Zhengzhou:[s.n.],2009.
[91]张强,巢梨花.露天采场高陡岩质边坡流固耦合稳定性研究[J].金属矿山,2010(10):31-33.ZHANG Qiang,CHAO Lihua.Stability research of the fluid-solid coupling of high and steep rock slope[J].Metal Mine,2010(10):31-33.
[92]徐飞飞.大渡河黄金坪水电站后山高陡岩质边坡稳定性分析[J].路基工程,2011(4):182-184.XU Feifei.Stability analysis of high steep rock slope in rear mountain of huangjinping hydropower station in Dadu River[J].Subgrade Engineering,2011(4):182-184.
[93]刘远亮,谢晓锋.高陡复杂岩质边坡Midas GTS三维建模及稳定性计算[J].广东土木与建筑,2013(8):51-53.LIU Yuanliang,XIE Xiaofeng.Midas GTS 3D modeling and stability calculation of complex high steep rock slope[J].Guangdong Architecture Civil Engineering,2013(8):51-53.
[94]韩佳泳.基于结构面结合程度的边坡稳定性分析岩体单元划分方法[J].广东土木与建筑,2013(10):57-61.HAN Jiayong.Division method of rock unit for analysis of slope stability based on degree of rock structural plane[J].Guangdong Architecture Civil Engineering,2013(10):57-61.
[95]杨天鸿,黄龙现,王培涛,等.三维各向异性材料数值模型的计算方法[J].东北大学学报(自然科学版),2012,33(10):1479-1482.YANG Tianhong,HUANG Longxian,WANG Peitao,et al.Calculation method of 3D anisotropic material numerical model[J].Journal of Northeastern University(Natural Science),2012,33(10):1479-1482.
[96]陈鹏宇,李雄峰,师华鹏,等.基于颗粒流理论的矿山岩质高边坡危岩稳定性分析[J].矿业研究与开发,2016(3):54-59.CHEN Pengyu,LI Xiongfeng,SHI Huapeng,et al.Stability analysis on dangerous rock of high mining slope based on the particle flow theory[J].Mining Research and Development,2016(3):54-59.
[97]HE X H,HAN G Y,XIAO R H.Some relationship between safety factor of earthquake slope and related parameters[J].Advanced Materials Research,2011,422:688-692.
[98]郑颖人,张玉芳,赵尚毅,等.有限元强度折减法在元磨高速公路高边坡工程中的应用[J].岩石力学与工程学报,2005,24(21):3812-3817.ZHENG Yingren,ZHANG Yufang,ZHAO Shangyi,et al.Application of finite element strength reduction method in high slope engineering of Yuan-Mo freeway[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3812-3817.
[99]郭朝旭,王尚庆.长江三峡链子崖的数值仿真与可视化[J].灾害与防治工程,2010(1):38-46.GUO Chaoxu,WANG Shangqing.Numeral simulation and visualization of Lianzi Cliff in the Yangtze Three Gorges[J].Disaster and Control Engineering,2010(1):38-46.
[100]常晓林,胡超,马刚,等.模拟岩体失效全过程的连续一非连续变形体离散元方法及应用[J].岩石力学与工程学报,2011,30(10):2004-2011.CHANG Xiaolin,HU Chao,MA Gang,et al.Discontinuous element method and its application to simulating failure of rock mass in continuous and non-continuous deformable body[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2004-2011.
[101]LIU Y,HE Z,LENG K,et al.Dynamic limit equilibrium analysis of sliding block for rock slope based on nonlinear FEM[J].Journal of Central South University,2013,20(8):2263-2274.
[102]YOSHIMURA T,FUKUDA N.Newly developed method of predicting slope collapse places triggered by faults combined withγ-ray and magnetic susceptibility survey[M]//Earthquake-Induced Landslides.[S.l.]:Springer Berlin Heidelberg,2013:857-862.
[103]陈洪凯,唐红梅.钻孔应力传感器及其钻孔应力监测方法:中国,ZL200910103038.0[P/OL].2009-07-29[2017-03-28].http://www.soopat.com/Patent/200910103038?lx=FMSQ.CHEN Hongkai,TANG Hongmei.Borehole Stress Sensor and Its Borehole Stress Monitoring Method:Chinese,ZL200910103038.0[P/OL].2009-07-29[2017-03-28].http://www.soopat.com/Patent/200910103038?lx=FMSQ
[104]陈洪凯,陈雪诺,唐红梅.压电型钻孔应力传感器及其边坡应力监测方法:中国,ZL201110223881.x[P/OL].2012-04-11[2017-3-28].http://www.soopat.com/Patent/201110223881?lx=FMSQ.CHEN Hongkai,CHEN Xuenuo,TANG Hongmei.Piezoelectric Type Borehole Stress Sensor and Slope Stress Monitoring Method:Chinese,ZL201110223881.x[P/OL].2012-04-11[2017-3-28].http://www.soopat.com/Patent/201110223881?lx=FMSQ
[105]陈洪凯,唐红梅.危岩体崩塌灾害预警仪及其预警方法:中国,ZL200810069475.0[P/OL].2008-08-20[2017-03-28].http://www.soopat.com/Patent/200810069475?lx=FMSQ.CHEN Hongkai,TANG Hongmei.Dangerous Rock Body Collapse Disaster Early Warning Instrument and Early Warning Method:Chinese,ZL200810069475.0[P/OL].2008-08-20[2017-03-28].http://www.soopat.com/Patent/200810069475?lx=FMSQ.
[106]SHENG Li,MA Junjie,HU Jun.Rockfall hazard alarm strategy based on f b g smart passive net structure[J].Photon Sensor,2015,5(1):19-23.