水电工程高陡边坡全生命周期安全控制研究综述

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (454 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract In hydropower engineering，the engineered slopes on both river sides are characteristics of large scale，high and steep geometry，long service life and high stabilization requirement. The design，construction and safe operation of the high-steep rock slopes has been a key technological issue in hydropower projects. Following a literature review，this study discusses the scientific problems associated with the life-cycle safety control on high-steep rock slopes，including the engineering disturbance effects of high-steep slope rock masses in high geostress condition，the mechanisms of high-steep slope deformation and stability evolutions in harsh environment，and their life-cycle performance evaluation and safety control theory，etc. The scientific ideas and technology road map for researches on this topic are presented and some preliminary results are illustrated. A prospect is made for researches on the engineering disturbance effects induced by high-steep slope excavation，reinforcement and seepage control，the time-dependent mechanical properties of high-steep slope rock masses，the interactions among slopes，dams and reservoirs，the mechanisms of slope stability evolution，and the life-cycle performance evaluation and safety control of high-steep rock slopes，etc.

Key words： slope engineering high-steep rock slopes life-cycle performance evolution safety control

Received: 02 April 2013

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

https://rockmech.whrsm.ac.cn/EN/Y2013/V32/I6/1081

[1]	王兰生. 意大利瓦依昂水库滑坡考察[J]. 中国地质灾害与防治学报，2007，18(3)：145-148.(WANG Lansheng. Investigation to the Italy Vajont reservoir landslide[J]. Chinese Journal of Geological Hazard and Control，2007，18(3)：145-148.(in Chinese)) " target="_blank">
[2]	聂德新，任光明，陈海军，等. 溃屈型滑坡滑面强度特征及在稳定性预测中的意义——李家峡水电站初期蓄水水库滑坡预测成功原因分析[J]. 地质灾害与环境保护，1997，8(3)：2-6.(NIE Dexin，REN Guangming，CHEN Haijun，et al. The strength characteristics of slide surface of bulking-landslide and its significance for stability forecasting—A successful forecasting of reservoir landslide at Lijiaxia Hydropower Station at the preliminary stage of storage[J]. Chinese Journal of Geological Hazards and Environment Preservation，1997，8(3)：2-6.(in Chinese)) " target="_blank">
[3]	WANG L，HWANG J H，LUO Z，et al. Probabilistic back analysis of slope failure——a case study in Taiwan[J]. Computers and Geotechnics，2013，51：12-23. " target="_blank">
[4]	黄润秋. 中国西南岩石高边坡的主要特征及其演化[J]. 地球科学进展，2005，20(3)：292-297.(HUANG Runqiu. Main characteristics of high rock slopes in southwestern China and their dynamic evolutions[J]. Chinese Journal of Advances in Earth Science，2005，20(3)：292-297.(in Chinese))
[5]	BACHMANN D，BOUISSOU S，CHEMENDA A. Analysis of massif fracturing during deep seated gravitational slope deformation by physical and numerical modeling[J]. Geomorphology，2009，103(1)：130-135. " target="_blank">
[6]	READ R S. 20 years of excavation response studies at AECL?s underground research laboratory[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(8)：1 251-1 275. " target="_blank">
[7]	李宁，张平，段庆伟，等. 裂隙岩体的细观动力损伤模型[J]. 岩石力学与工程学报，2002，21(11)：1 579-1 584.(LI Ning，ZHANG Ping，DUAN Qingwei，et al. Dynamic meso-damage model of jointed rockmass[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(11)：1 579-1 584.(in Chinese)) " target="_blank">
[8]	伍法权，刘彤，汤献良，等. 坝基岩体开挖卸荷与分带研究——以小湾水电站坝基岩体开挖为例[J]. 岩石力学与工程学报，2009，28(6)：1 091-1 098.(WU Faquan，LIU Tong，TANG Xianliang，et al. Research on unloading and zonation of rock mass dam foundation excavation—a case study of Xiaowan hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(6)：1 091-1 098. (in Chinese)) " target="_blank">
[9]	李术才. 加锚断续节理岩体断裂损伤模型试验及理论研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，1996.(LI Shucai. Experimental and theoretical investigation of fracture-damage model to anchorage of discontinuous jointed rock mass[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，1996.(in Chinese)) " target="_blank">
[10]	李宁，韩烜，陈飞雄，等. 预应力群锚加固机制数值试验研究[J]. 岩土工程学报，1997，19(5)：60-66.(LI Ning，HAN Xuan，CHEN Feixiong，et al. Numerical model test on strengthening mechanism of prestressed bolts[J]. Chinese Journal of Geotechnical Engineering，1997，19(5)：60-66.(in Chinese)) " target="_blank">
[11]	陈新，赵文谦. 压力型和拉力型锚索锚固作用的原位试验研究[J]. 水力发电，2009，35(3)：47-50.(CHEN Xin，ZHAO Wenqian. Field tests on the anchor effect of pressure and tensile anchor cable structures[J]. Water Power，2009，35(3)：47-50.(in Chinese)) " target="_blank">
[12]	周德培，王建松. 预应力锚索桩内力的一种计算方法[J]. 岩石力学与工程学报，2002，21(2)：247-250.(ZHOU Depei，WANG Jiansong. Design method of retaining pile with prestressed cable[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(2)：247-250.(in Chinese))
[13]	李德营，殷坤龙，陈丽霞，等. 考虑滑坡岩土体弹性抗力预应力锚索抗滑桩设计方法[J]. 地质科技情报，2008，27(6)：107-110.(LI Deying，YIN Kunlong，CHEN Lixia，et al. Design of prestressed anchor pile with consideration of the reaction force of the soil mass[J]. Geological Science and Technology Information，2008，27(6)：107-110.(in Chinese)) " target="_blank">
[14]	程基伟，张琦. 材料腐蚀预测数学模型的研究[J]. 航空学报，2000，21(2)：183-186.(CHENG Jiwei，ZHANG Qi. Study of mathematical models in material corrosion prediction[J]. Acta Aeronautica et Astronautica Sinica，2000，21(2)：183-186.(in Chinese))
[15]	肖纪美. 应力作用下的金属腐蚀：应力腐蚀、氢致开裂、腐蚀疲劳、摩耗腐蚀[M]. 北京：化学工业出版社，1990：1-472.(XIAO Jimei. Metallic corrosion with stress：stress corrosion，hydrogen crack，corrosion fatigue and consumption corrosion[M]. Beijing：Chemical Industry Press，1990：1-472.(in Chinese)) " target="_blank">
[16]	LOUIS C. A study of groundwater flow in jointed rock and its influence on the stability of rock masses[R]. London：Imperial College of Science and Technology，1971. " target="_blank">
[17]	速宝玉，詹美礼，张祝添. 充填裂隙渗流特性实验研究[J]. 岩土力学，1994，15(4)：46-51.(SU Baoyu，ZHAN Meili，ZHANG Zhutian. Experimental research of seepage characteristic for filled fracture[J]. Rock and Soil Mechanics，1994，15(4)：46-51.(in Chinese)) " target="_blank">
[18]	ESAKI T，DU S，MITANI Y，et al. Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint[J]. International Journal of Rock Mechanics and Mining Sciences 1999，36(5)：641-650. " target="_blank">
[19]	REITSMA S，KUEPER B H. Laboratory measurement of capillary pressure-saturation relationships in a rock fracture[J]. Water Resources Research，1994，30(4)：865-878. " target="_blank">
[20]	周创兵，叶自桐，韩冰. 岩石节理非饱和渗透特性初步研究[J]. 岩土工程学报，1998，20(6)：1-4.(ZHOU Chuangbing，YE Zitong，HAN Bing. A preliminary study on unsaturated permeability of rock joints[J]. Chinese Journal of Geotechnical Engineering，1998，20(6)：1-4.(in Chinese)) " target="_blank">
[21]	胡云进，钱锐，速宝玉. 一种确定裂隙非饱和水力参数的数值模拟法[J]. 岩土工程学报，2001，23(3)：284-287.(HU Yunjin，QIAN Rui，SU Baoyu. A numerical simulation method of deciding unsaturated hydraulic parameter of creature[J]. Chinese Journal of Geotechnical Engineering，2001，23(3)：284-287.(in Chinese))
[22]	ODA M. Permeability tensor for discontinuous rock masses[J]. Geotechnique，1985，35(4)：483-95. " target="_blank">
[23]	陈益峰，卢礼顺，周创兵，等. Signorini型变分不等式方法在实际工程渗流问题中的应用[J]. 岩土力学，2007，28(增1)：178-182. (CHEN Yifeng，LU Lishun，ZHOU Chuangbing，et al. Application to the variational inequality approach of Signorini type to an engineering seepage problem[J]. Rock and Soil Mechanics，2007，28(Supp.1)：178-182.(in Chinese)) " target="_blank">
[24]	周创兵，陈益峰，姜清辉，等. 论岩体多场广义耦合及其工程应用[J]. 岩石力学与工程学报，2008，27(7)：1 329-1 340.(ZHOU Chuangbing，CHEN Yifeng，JIANG Qinghui，et al. On generalized multi-field coupling for fractured rock masses and its applications to rock engineering[J]. Chinese Journal of Rock Mechanics and Engineering， 2008，27(7)：1 329-1 340.(in Chinese)) " target="_blank">
[25]	朱伯芳. 渗流场中考虑排水孔作用的杂交元[J]. 水利学报，1982，2(9)：32-41.(ZHU Bofang. Analysis of the effect of draining holes in the seepage field by means of hybrid elements[J]. Journal of Hydraulic Engineering，1982，2(9)：32-41.(in Chinese)) " target="_blank">
[26]	王镭，刘中，张有天. 有排水孔幕的渗流场分析[J]. 水利学报， 1992，12(4)：15-20.(WANG Lei，LIU Zhong，ZHANG Youtian. Analysis of seepage field near a drainage holes curtain[J]. Journal of Hydraulic Engineering，1992，12(4)：15-20.(in Chinese)) " target="_blank">
[27]	朱岳明，张燎军. 渗流场求解的改进排水子结构法[J]. 岩土工程学报，1997，19(2)：69-76.(ZHU Yueming，ZHANG Liaojun. Solution to seepage field problem with the technique of improved drainage substructure[J]. Chinese Journal of Geotechnical Engineering，1997，19(2)：69-76.(in Chinese)) " target="_blank">
[28]	王恩志，王洪涛，邓旭东. “以管代孔”——排水孔模拟方法探讨[J]. 岩石力学与工程学报，2001，20(3)：346-349.(WANG Enzhi，WANG Hongtao，DENG Xudong. “Pipe to represent hole”—numerical method for simulating single drainage hole in rock masses[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(3)：346-349.(in Chinese))
[29]	CHEN S H，XU Q，HU J. Composite element method for seepage analysis of geotechnical structures with drainage hole array[J]. Journal of Hydrodynamics：Series B，2004，16(3)：260-266. " target="_blank">
[30]	郑宏，刘德富，李焯芬，等. 一个新的有自由面渗流问题的变分不等式[J]. 应用数学和力学，2005，26(3)：363-374.(ZHENG Hong，LIU Defu，LEE C F，et al. New variational inequality formulation for seepage problems with free surfaces[J]. Chinese Journal of Applied Mathematics and Mechanics，2005，26(3)：363-374.(in Chinese))
[31]	陈益峰，周创兵，胡冉，等. 大型水电工程渗流分析的若干关键问题研究[J]. 岩土工程学报，2010，32(9)：1 448-1 454.(CHEN Yifeng，ZHOU Chuangbing，HU Ran，et al. Key issues on seepage flow analysis in large scale hydropower projects[J]. Chinese Journal of Geotechnical Engineering，2010，32(9)：1 448-1 454.(in Chinese)) " target="_blank">
[32]	ABOU-CHAKRA G A，CORMERY F，SHAO J F，et al. A multiscale modeling of damage and time-dependent behavior of cohesive rocks[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2009，33(5)，567-589. " target="_blank">
[33]	彭从文，朱向荣，王金昌. 基于渐近展开法的脆性岩石双尺度方法初步研究[J]. 岩土力学，2011，32(1)：51-62.(PENG Congwen，ZHU Xiangrong，WANG Jinchang. Preliminary study of two-scale model for analyzing brittle rock based on asymptotic expansion method[J]. Rock and Soil Mechanics，2011，32(1)：51-62.(in Chinese)) " target="_blank">
[34]	JIANG M J，LEROUEIL S，KONRAD J M. Yielding of microstructured geomaterial by distinct element method analysis[J]. Journal of Engineering Mechanics，ASCE，2005，131(11)：1 209-1 213. " target="_blank">
[35]	朱珍德，张爱军，徐卫亚. 脆性岩石全应力-应变过程渗流特性试验研究[J]. 岩土力学，2002，23(5)：556-563.(ZHU Zhende，ZHANG Aijun，XU Weiya. Experimental research on complete stress-strain process seepage characteristics of brittle rock[J]. Rock and Soil Mechanics，2002，23(5)：556-563.(in Chinese)) " target="_blank">
[36]	GHABEZLOO S，SULEM J，SAINT-MARC J. Evaluation of a permeability-porosity relationship in a low-permeability creeping material using a single transient test[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(4)：761-768.
[37]	汤连生，张鹏程，王思敬. 水-岩化学作用的岩石宏观力学效应的试验研究[J]. 岩石力学与工程学报，2002，21(4)：526-531.(TANG Liansheng，ZHANG Pengcheng，WANG Sijing. Testing study on macroscopic mechanics effect of chemical action of water on rocks[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(4)：526-531.(in Chinese))
[38]	丁秀丽，徐平，夏熙伦. 三峡船闸高边坡岩体开挖卸荷变形及流变分析[J]. 长江科学院院报，1995，12(4)：37-63.(DING Xiuli，XU Ping，XIA Xilun. Rheologic deformation and stability analysis of rock mass during unloading excavation process for high slope in lock area of Three Gorges Project[J]. Chinese Journal of Yangtze River Scientific Research Institute，1995，12(4)：37-63.(in Chinese))
[39]	朱继良，黄润秋，张诗媛，等. 某水电站进水口高边坡开挖的变形响应研究[J]. 岩土力学，2010，31(2)：593-598.(ZHU Jiliang，HUANG Runqiu，ZHANG Shiyuan，et al. Study of deformation response of a high rock slope excavation at an intake for a large hydropower station[J]. Rock and Soil Mechanics，2010，31(2)：593-598.(in Chinese)) " target="_blank">
[40]	李宁，张鹏，于冲，等. 锦屏左岸拱肩槽边坡稳定性及预应力锚索加固措施研究[J]. 岩石力学与工程学报，2007，26(1)：36-43. (LI Ning，ZHANG Peng，YU Chong，el at. Research on stability of left abutment slope of Jinping hydropower station and reinforcement measurements of prestressed anchorage cable[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(1)：36-43.(in Chinese))
[41]	杨强，冷旷代，刘耀儒. 变形加固理论的力学基础与工程意义[J]. 岩土力学，2011，32(1)：1-8.(YANG Qiang，LENG Kuangdai，LIU Yaoru. Mechanical basis and engineering significance of deformation reinforcement theory[J]. Rock and Soil Mechanics，2011，32(1)：1-8.(in Chinese)) " target="_blank">
[42]	朱济祥，薛乾印，薛玺成. 龙羊峡水电站泄流雾化雨导致岩质边坡的蠕变变位分析[J]. 水力发电学报，1997，(3)：31-41.(ZHU Jixiang，XUE Qianyin，XUE Xicheng. Analysis of creep displacements of the rock slope induced by atomization rain from flow discharge at Longyangxia hydropower station[J]. Journal of Hydroelectric Engineering，1997，(3)：31-41.(in Chinese)) " target="_blank">
[43]	张卓，练继建，杨晓慧. 雾化雨作用下的裂隙岩体边坡渗流分析[J]. 四川大学学报：工程科学版，2006，38(2)：15-18.(ZHANG Zhuo，LIAN Jijian，YANG Xiaohui. Analysis of seepage flow in fractured rock slope under atomized rain[J]. Journal of Sichuan University：Engineering Science，2006，38(2)：15-18.(in Chinese)) " target="_blank">
[44]	李邵军，KNAPPETT J A，冯夏庭. 库水位升降条件下边坡失稳离心模型试验研究[J]. 岩石力学与工程学报，2008，27(8)：1 586-1 593. (LI Shaojun，KNAPPETT J A，FENG Xiating. Centrifugal test on slope instability influenced by rise and fall of reservoir water level[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(8)：1 586-1 593.(in Chinese)) " target="_blank">
[45]	廖红建，李涛，马宗源，等. 黄土骨干曲线模型比较分析[J]. 岩土力学，2009，30(2)：17-22.(LIAO Hongjian，LI Tao，MA Zongyuan，et al. Comparative analysis of backbone curve models for loess soils[J]. Rock and Soil Mechanics，2009，30(2)：17-22.(in Chinese) " target="_blank">
[46]	朱大勇，丁秀丽，邓建辉. 基于力平衡的三维边坡安全系数显式解及工程应用[J]. 岩土力学，2008，29(8)：2 011-2 015.(ZHU Dayong，DING Xiuli，DENG Jianhui. Explicit solution to 3D safety factor of slope based on force equilibrium and its application to engineering[J]. Rock and Soil Mechanics，2008，29(8)：2 011-2 015.(in Chinese)) " target="_blank">
[47]	郑宏，周创兵. 三维边坡稳定性的整体分析法及其工程应用[J]. 中国科学E辑：技术科学，2009，39(1)：23-28.(ZHENG Hong，ZHOU Chuangbing. Global analysis of slope stability and its engineering application[J]. Science in China Series E：Technological Sciences，2009，39(1)：23-28.
[48]	郑颖人，赵尚毅，邓卫东. 岩质边坡破坏机制有限元数值模拟分析[J]. 岩石力学与工程学报，2003，22(12)：1 943-1 952.(ZHENG Yingren，ZHAO Shangyi，DENG Weidong. Numerical simulation on failure mechanism of rock slope by strength reduction fem[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(12)：1 943-1 952.(in Chinese)) " target="_blank">
[49]	葛修润. 岩石疲劳破坏的变形控制律、岩土力学试验的实时X射线CT扫描和边坡坝基抗滑稳定分析的新方法[J]. 岩土工程学报，2008，30(1)：1-20.(GE Xiurun. Deformation control law of rock fatigue failure，real-time X-ray CT scan of geotechnical testing，and new method of stability analysis of slopes and dam foundations[J]. Chinese Journal of Geotechnical Engineering，2008，30(1)：1-20.(in Chinese))
[50]	SHI G H. Numerical manifold method[C]// Proceedings of ICADD-2，The Second International Conference on Analysis of Discontinuous Deformation. Kyoto，Japan：[s. n.]，1997：1-35. " target="_blank">
[51]	陈祖煜. 土质边坡稳定性分析——原理•方法•程序[M]. 北京：中国水利水电出版社，2003：273-333.(CHEN Zuyu. Stability analysis of soil slope—theory，method and program[M]. Beijing：China Water Power Press，2003：273-333.(in Chinese)) " target="_blank">
[52]	DUNCAN J M. Factor of safety and reliability in geotechnical engineering[J]. Journal of Geotechnical and Geoenvironmental Engineering ASCE，2000，126(4)：307-316. " target="_blank">
[53]	ABD-ALGHAFFAR M A，DYMIOTIS-WELLINGTON C. Time-variant reliability of retaining walls and calibration of partial factors[J]. Structure Infrastructure Engineering，2007，3(3)：187-198. " target="_blank">
[54]	CHEUNG R W M，TANG W H. Reliability of deteriorating slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering，ASCE，2005，131(5)：589-597. " target="_blank">
[55]	唐春安，傅宇方，赵文. 震源孕育模式的数值模拟研究[J]. 地震学报，1997，19(4)：337-346.(TANG Chun′an，FU Yufang，ZHAO Wen. Study of numerical simulation on incubation pattern of an earthquake source[J]. Acta Seismology Sinica，1997，19(4)：337-346.(in Chinese)) " target="_blank">
[56]	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 Chuangbing，CHEN Yifeng. Application of phase space reconstruction in slope displacement forecasting[J]. Rock and Soil Mechanics，2000，21(3)：205-208.(in Chinese)) " target="_blank">
[57]	陈益峰，吕金虎，周创兵. 基于Lyapunov指数改进算法的边坡位移预测[J]. 岩石力学与工程学报，2001，20(5)：671-675.(CHEN Yifeng，LU Jinhu，ZHOU Chuangbing. Prediction of slope displacement by using Lyapunov exponent improved technique[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(5)：671-675.(in Chinese))
[58]	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)：3 180-3 184.(ZHENG Dongjian，GU Chongshi，WU Zhongru. Time series evolution forecasting model of slope deformation based on multiple factors[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(17)：3 180-3 184.(in Chinese)) " target="_blank">
[59]	刘造保，徐卫亚，金海元，等. 锦屏一级水电站左岸岩质边坡预警判据初探[J]. 水利学报，2010，41(1)：101-107.(LIU Zaobao，XU Weiya，JIN Haiyuan，et al. Study on warning criterion for rock slope on left bank of Jinping I Hydropower Station[J]. Journal of Hydraulic Engineering，2010，41(1)：101-107.(in Chinese)) " target="_blank">
[60]	胡英国，卢文波，金旭浩，等. 岩石高边坡开挖爆破动力损伤的数值仿真[J]. 岩石力学与工程学报，2012，31(11)：2 204-2 213.(HU Yingguo，LU Wenbo，JIN Xuhao，et al. Numerical simulation for excavation blasting dynamic damage of rock high slope[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(11)：2 204- 2 213.(in Chinese)) " target="_blank">
[61]	马克，唐春安，李连崇，等. 基于微震监测与数值模拟的大岗山右岸边坡抗剪洞加固效果分析[J]. 岩石力学与工程学报，2013，32(6)：1 239-1 247.( MA Ke，TANG Chun?an，LI Lianchong，et al. Reinforcement effect analysis of Dagangshan right bank slope anti-shear tunnel based on microseismicity monitoring and numerical analysis[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(6)：1 239-1 247.(in Chinese)) " target="_blank">
[62]	TANG X S，LI D Q，RONG G，et al. Impact of copula selection on geotechnical reliability under incomplete probability information[J]. Computers and Geotechnics，2013，49：264-278. " target="_blank">
[63]	李聪，姜清辉，周创兵，等. 基于实例推理系统的滑坡预警判据研究[J]. 岩土力学，2011，32(4)：1 069-1 076.(LI Cong，JIANG Qinghui，ZHOU Choubing，et al. Research on early warning criterion of landslides using case-based reasoning[J]. Rock and Soil Mechanics，2011，32(4)：1 069-1 076.(in Chinese)) " target="_blank">