基于三维数值模拟和微震监测的水工岩质边坡稳定性分析

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摘要建立以微震监测为主、应力场分析为辅的水工岩质边坡稳定性分析方法。利用RFPA3D分析软件，研究三维条件下锦屏一级水电站左岸岩质边坡破坏过程微破裂的萌生、演化、扩展、相互作用和贯通机制，揭示边坡整体失稳破坏模式，探讨岩质边坡渐进失稳破坏过程应力场和微震活动性空间演化基本规律，形成从细观损伤演化过程揭示宏观岩体结构破坏的研究方法。研究结果表明：断层F5，F2和煌斑岩脉X等软弱结构面是控制左岸边坡破坏模式的关键因素之一，RFPA3D离心加载法得到的边坡潜在滑移面及声发射与微震监测系统得到的岩石微破裂空间宏观演化趋势比较一致。

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关键词 ：边坡工程, 锦屏一级水电站, 岩质边坡, 稳定性, 数值模拟, 微震监测

Abstract：An analytical method for stability analysis of hydraulic rock slope incorporating microseismic monitoring and stress field analysis，was established. The initiation，propagation，extension，interaction and coalescence mechanisms of microcracks during the progressive failure processes of the left bank slope at Jinping I hydropower station were investigated using realistic failure process analysis code in three dimensions(RFPA3D). The whole instability failure mechanism of rock slope was revealed. The spatial evolution regularity of stress field and microseismicity of the rock slope during progressive failure processes were discussed；and research method was thus formed to reveal macroscopic rock mass structures failure from mesoscopic damage evolution processes. The comprehensive researches show that the weak structure planes such as faults F5，F2 and lamprophyre X are one of the key factors controlling the failure modes of the left bank slope. The potential sliding surface and its acoustic emission of the rock slope obtained by RFPA3D are in good agreement with the trend of spatial macro evolution of rockmass microcracks captured by microseismic monitoring system.

Key words： slope engineering Jinping I hydropower station rock slope stability numerical simulation microseismic monitoring

收稿日期: 2012-08-13

引用本文:

徐奴文1，唐春安2，周钟3，沙椿3，梁正召2. 基于三维数值模拟和微震监测的水工岩质边坡稳定性分析[J]. 岩石力学与工程学报, 2013, 32(7): 1373-1381.
XU Nuwen1，TANG Chun?an2，ZHOU Zhong3，SHA Chun3，LIANG Zhengzhao2. STABILITY ANALYSIS OF HYDRAULIC ROCK SLOPE BASED ON THREE-DIMENSIONAL NUMERICAL SIMULATION AND MICROSEISMIC MONITORING. , 2013, 32(7): 1373-1381.

链接本文:

https://rockmech.whrsm.ac.cn/CN/Y2013/V32/I7/1373

[1]	周钟，巩满福，雷承第. 锦屏一级水电站左坝肩边坡稳定性研究[J]. 岩石力学与工程学报，2006，25(11)：2 298-2 304.(ZHOU Zhong，GONG Manfu，LEI Chengdi. Research on stability of slope at left abutment of Jinping first stage hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(11)：2 298- 2 304.(in Chinese))
[2]	许强，张登项，郑光. 锦屏I级水电站左岸坝肩边坡施工期破坏模式及稳定性分析[J]. 岩石力学与工程学报，2009，28(6)：1 184- 1 193.(XU Qiang，ZHANG Dengxiang，ZHENG Guang. Failure mode and stability analysis of left bank abutment high slope at Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(6)：1 184-1 193.(in Chinese)) " target="_blank">
[3]	中国水电工程顾问集团成都勘测设计研究院. 雅砻江锦屏一级水电站可行性研究报告(3)：工程地质[R]. 成都：中国水电工程顾问集团公司成都勘测设计研究，2003.(HydroChina Chengdu Engineering Corporation. The feasibility report(3) of Jinping I hydropower station at Yalong river：engineering geology[R]. Chengdu：HydroChina Chengdu Engineering Corporation，2003.(in Chinese)) " target="_blank">
[4]	张林，费文平，李桂林，等. 高拱坝坝肩坝基整体稳定地质力学模型试验研究[J]. 岩石力学与工程学报，2005，24(19)：3 465-3 469. (ZHANG Lin，FEI Weiping，LI Guilin，et al. Experimental study on global geomechanical model for stability analysis of high arch dam foundation and abutment[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(19)：3 465-3 469.(in Chinese)) " target="_blank">
[5]	周维垣，林鹏，杨强，等. 锦屏高边坡稳定三维地质力学模型试验研究[J]. 岩石力学与工程学报，2008，27(5)：893-901.(ZHOU Weiyuan，LIN Peng，YANG Qiang，et al. Experimental research on stability of Jinping high slope with three-dimensional geomechanical model[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(5)：893-901.(in Chinese))
[6]	刘立，陈睿，乔高乾. 锦屏一级水电站左岸高边坡工程整体稳定性的模型试验研究[J]. 岩石力学与工程学报，2010，29(5)：952-959.(LIU Li，CHEN Rui，QIAO Gaoqian. Model test research on global stability of left bank high slope of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(5)：952-959.(in Chinese))
[7]	张金龙，徐卫亚，金海元，等. 大型复杂岩质高边坡安全监测与分析[J]. 岩石力学与工程学报，2009，28(9)：1 819-1 827.(ZHANG Jinlong，XU Weiya，JIN Haiyuan，et al. Safety monitoring and stability analysis of large-scale and complicated high rock slope[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(9)：1 819- 1 827.(in Chinese))
[8]	孟永东，徐卫亚，刘造保，等. 复杂岩质高边坡工程安全监测三维可视化分析[J]. 岩石力学与工程学报，2010，29(12)：2 500-2 509. (MENG Yongdong，XU Weiya，LIU Zaobao，et al. Analysis of 3D visualization of safety monitoring for complicated high rock slope engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(12)：2 500-2 509.(in Chinese))
[9]	XU N W，TANG C A，LI L C，et al. Microseismic monitoring and stability analysis of the left bank slope in Jinping first stage hydropower station in southwestern China[J]. International Journal of Rock Mechanics and Mining Sciences，2011，48(6)：950-963.
[10]	石安池，赵明华，薛果夫. 三峡工程永久船闸高边坡岩体变形特征与机制分析[J]. 岩石力学与工程学报，2001，20(5)：638-642.(SHI Anchi，ZHAO Minghua，XUE Guofu. Characteristics and mechanisms of deformation of high rock slope of the Three Gorges Projects shiplock[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(5)：638-642.(in Chinese))
[11]	黄润秋. 岩石高边坡发育的动力过程及其稳定性控制[J]. 岩石力学与工程学报，2008，27(8)：1 525-1 544.(HUANG Runqiu. Geodynamical process and stability control of high rock slope development[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(8)：1 525-1 544.(in Chinese)) " target="_blank">
[12]	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 evolution[J]. Advance in Earth Sciences，2005，20(3)：292-297.(in Chinese))
[13]	陈益峰，周创兵，余志雄，等. 锦屏一级左岸导流洞出口边坡开挖支护有限元模拟[J]. 岩土力学，2007，28(8)：1 565-1 570.(CHEN Yifeng，ZHOU Chuangbing，YU Zhixiong，et al. 3D elastoplastic finite element simulation on excavation and reinforcement of the diversion tunnel outlet slope at the left bank of Jinping I hydropower project[J]. Rock and Soil Mechanics，2007，28(8)：1 565-1 570.(in Chinese))
[14]	王根龙，伍法权，祁生文，等. 加锚岩质边坡稳定性评价的极限分析上限法研究[J]. 岩石力学与工程学报，2007，26(12)：2 556-2 563. (WANG Genlong，WU Faquan，QI Shengwen，et al. Research on limit analysis upper bound method for stability evaluation of anchored rock slope[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(12)：2 556-2 563.(in Chinese))
[15]	胡云进，速宝玉，詹美礼. 溪洛渡水垫塘区岸坡雾化雨入渗数值分析[J]. 岩石力学与工程学报，2003，22(8)：1 291-1 296.(HU Yunjin，SU Baoyu，ZHAN Meili. Numerical analysis of atomized rain infiltration into cushion pool slope in Xiluodu project[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(8)：1 291-1 296.(in Chinese))
[16]	徐奴文，唐春安，沙椿，等. 锦屏一级水电站左岸边坡微震监测系统及其工程应用[J]. 岩石力学与工程学报，2010，29(5)：915-925.(XU Nuwen，TANG Chun?an，SHA Chun，et al. Microseismic monitoring system establishment and its engineering applications to left bank slope of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(5)：915-925.(in Chinese))
[17]	徐奴文，唐春安，周钟，等. 岩石边坡潜在失稳区域微震识别方法[J]. 岩石力学与工程学报，2011，30(5)：893-900.(XU Nuwen，TANG Chun?an，ZHOU Zhong，et al. Identification method of potential failure regions of rock slope using microseismic monitoring technique[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：893-900.(in Chinese))
[18]	徐奴文. 高陡岩质边坡微震监测与稳定性分析研究[博士学位论文][D]. 大连：大连理工大学，2011.(XU Nuwen. Study on microseismic monitoring and stability analysis of high steep rock slope[Ph. D. Thesis][D]. Dalian：Dalian University of Technology，2011.(in Chinese)) " target="_blank">
[19]	梁正召，唐春安，张永彬，等. 岩石三维破裂过程的数值模拟研究[J]. 岩石力学与工程学报，2006，25(5)：931-936.(LIANG Zhengzhao，TANG Chun?an，ZHANG Yongbin，et al. 3D numerical simulation of failure process of rock[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(5)：931-936.(in Chinese))
[20]	张永彬，唐春安，张怀，等. 岩石破裂过程分析系统中的应力并行求解[J]. 岩石力学与工程学报，2006，25(3)：479-483.(ZHANG Yongbin，TANG Chun?an，ZHANG Huai，et al. Stress parallel computing in rock failure process analysis system[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(3)：479-483.(in Chinese))
[21]	ZHANG J X，TANG C A，GUO X Z，et al. Effect of reinforcement specialty on average fracture spacing of reinforced concrete specimen[J]. Materials Science and Engineering A，2009，499(1/2)：271-274. " target="_blank">
[22]	唐春安，唐烈先，李连崇，等. 岩土破裂过程分析RFPA离心加载法[J]. 岩土工程学报，2007，29(1)：71-76.(TANG Chun?an，TANG Liexian，LI Lianchong，et al. Centrifugal loading method of RFPA for the failure process analysis of rock and soil structure[J]. Chinese Journal of Geotechnical Engineering，2007，29(1)：71-76.(in Chinese))
[23]	LI L C，TANG C A，ZHU W C，et al. Numerical analysis of slope stability based on the gravity increase method[J]. Computers and Geotechniques，2009，36(7)：1 246-1 258. " target="_blank">
[24]	中国水电工程顾问集团成都勘测设计研究院. 四川省雅砻江锦屏一级水电站左岸边坡安全监测与稳定性反馈分析专题报告[R]. 成都：中国水电工程顾问集团成都勘测设计研究院，2009.(HydroChina Chengdu Engineering Corporation. Special report on safety monitoring and stability feedback analysis of the left bank slope at Jinping first stage hydropower station along Yalong river，Sichuan province[R]. Chengdu：HydroChina Chengdu Engineering Corporation，2003.(in Chinese)) " target="_blank">