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·850. 工程科学学报,第37卷,第7期 参考文献 01] Hammah R E,Yacoub T,Corkum B,et al.The practical mod- [Zhu Y X.Reliability Analysis of Slope.Beijing:Metallurgical In- elling of discontinuous rock masses with finite element analysis / dustry Press,1993 Proceedings of the 42nd US Rock Mechanies Symposium:2nd US- (祝玉学.边坡模糊随机可靠性分析.北京:治金工业出版 Canada Rock Mechanics Symposium.San Francisco,2008 社,1993) 12] Altarejos-Garcia L,Martinez-Chenoll M L,Escuder-Bueno I,et Rosenblueth E.Point estimates for probability moments.Proc Natl al.Assessing the impact of uncertainty on flood risk estimates Acad Sci USA,1975,72(10):3812 with reliability analysis using 1D and 2-hydraulic models. 3]Zhang Y P,LiT,Wang W.Probability analysis of consolidation Hydrol Earth Syst Sci.2012,16(7)1895 of ground with vertical drain using point-estimate method.Chin J [13]Song Y H,Huang M Q,Sun M.Application of finite elements Geotech Eng,2007,29(9):1367 with joint net to stability analysis of toppling slope.Rock Soil (张仪萍,李涛,王伟.竖井地基固结概率分析的点估计法. Mech,2011,32(4):1205 岩土工程学报,2007,29(9):1367) (宋彦辉,黄民奇,孙苗.节理网络有限元在倾倒斜坡稳定 4]Luo WQ,Gong J.Application of Rosenblueth moment estimation 分析中的应用.岩土力学,2011,32(4):1205) method into probabilistic analysis of slope stability.Chin J Rock [14]Wu J C,Zhang Y M,Li H X.Stability analysis of underground Mech Eng,2003,22(2):232 caverns by jointed finite element method.Appl Mech Mater, (罗文强,龚珏.Rosenblueth方法在斜坡稳定性概率评价中的 2012,238:814 应用.岩石力学与工程学报,2003,22(2):232) [15]Wang Y,Li X,Wang M Y,et al.Failure mechanism of topping [5]Yang K,Zhou C B,Zhang X,et al.Fuzzy-tandom reliability a- rock slope using jointed finite element simulation method.ChinJ nalysis of blocky rock mass in slopes.Chin Rock Mech Eng, Rock Mech Eng,2013,32(Suppl 2):3945 2006,25(2):407 (王宇,李晓,王梦瑶,等.反倾岩质边坡变形破坏的节理有 (杨坤,周创兵,张昕,等.边坡块状结构岩体模糊随机可靠 限元模拟计算.岩石力学与工程学报,2013,32(增刊2): 性分析.岩石力学与工程学报,2006,25(2):407) 3945) 6]Fu W X,Hu J,Liao Y,et al.Reliability analysis of rock mass [16]Li S D,Yu H L.Modification of Goodman interface element. stability based on Hoek-Brown empirical formulas.Rock Soil Chin J Rock Mech Eng,2004,23(15):2628 Mech,2009,30(Suppl2):214 (李守德,俞洪良.Goodman接触面单元的修正与探讨.岩 (符文熹,胡静,廖异,等.基于Hock-Brown经验公式的岩体 石力学与工程学报,2004,23(15):2628) 稳定性可靠度分析.岩土力学,2009,30(增刊2):214) 07] Phase 2 Joint Network Overview [J/OL].Rocscience Ine ]Langford JC,Diederichs M S.Reliability based approach to tun- (2011-07-14)[2014-05-10].htps:/ww.rocscience. nel lining design using a modified point estimate method.Int J com/help/phase2/webhelp/phase2_model/Joint_Network_Over- Rock Mech Min Sci,2013.60:263 view.htm [8]Abdellah W,Mitri HS,Thibodeau D,et al.Stability of mine de- 18] Wu S C,Liu F B,Zhou Y,et al.Hierarchical cluster of rock velopment intersections:a probabilistic analysis approach.Can mass joint attitude and analysis of slope instability modes.JUni GeotechJ,2014,51(2):184 Sci Technol Beijing,2014,36(1):1 [9]Hammah R E,Yacoub T E,Curran J H.Numerical modelling of (吴顺川,刘芳标,周喻,等.岩体节理产状系统聚类与边坡 slope uncertainty due to rock mass jointing /Proceeding of the In- 失稳模式分析.北京科技大学学报,2014,36(1):1) ternational Conference on Rock Joints and Jointed Rock Masses 09] Wu S C,Zhou Y,Gao Y T,et al.Research on construction Tucson,2009:7 method of stochastic joints 3D-network model of equivalent rock [10]Hammah R E,Yacoub T E,Curran J H.Probabilistic slope a- mass.Chin J Rock Mech Eng,2012,31 (Suppl 1):3082 nalysis with the finite element method /Proceedings of the 41st (吴顺川,周喻,高永涛,等.等效岩体随机节理三维网络模 US Symposium on Rock Mechanics and the 4th US-Canada Rock 型构建方法研究.岩石力学与工程学报,2012,31(增刊1): Mechanics Symposium.Asheville,2008 3082)工程科学学报,第 37 卷,第 7 期 参 考 文 献 [1] Zhu Y X. Reliability Analysis of Slope. Beijing: Metallurgical In￾dustry Press,1993 ( 祝玉学. 边坡模糊随机可靠性分析. 北京: 冶金工业出版 社,1993) [2] Rosenblueth E. Point estimates for probability moments. Proc Natl Acad Sci USA,1975,72( 10) : 3812 [3] Zhang Y P,Li T,Wang W. Probability analysis of consolidation of ground with vertical drain using point-estimate method. Chin J Geotech Eng,2007,29( 9) : 1367 ( 张仪萍,李涛,王伟. 竖井地基固结概率分析的点估计法. 岩土工程学报,2007,29( 9) : 1367) [4] Luo W Q,Gong J. Application of Rosenblueth moment estimation method into probabilistic analysis of slope stability. Chin J Rock Mech Eng,2003,22( 2) : 232 ( 罗文强,龚珏. Rosenblueth 方法在斜坡稳定性概率评价中的 应用. 岩石力学与工程学报,2003,22( 2) : 232) [5] Yang K,Zhou C B,Zhang X,et al. Fuzzy-random reliability a￾nalysis of blocky rock mass in slopes. Chin J Rock Mech Eng, 2006,25( 2) : 407 ( 杨坤,周创兵,张昕,等. 边坡块状结构岩体模糊随机可靠 性分析. 岩石力学与工程学报,2006,25( 2) : 407) [6] Fu W X,Hu J,Liao Y,et al. Reliability analysis of rock mass stability based on Hoek--Brown empirical formulas. Rock Soil Mech,2009,30( Suppl 2) : 214 ( 符文熹,胡静,廖异,等. 基于 Hoek--Brown 经验公式的岩体 稳定性可靠度分析. 岩土力学,2009,30( 增刊 2) : 214) [7] Langford J C,Diederichs M S. Reliability based approach to tun￾nel lining design using a modified point estimate method. Int J Rock Mech Min Sci,2013,60: 263 [8] Abdellah W,Mitri H S,Thibodeau D,et al. Stability of mine de￾velopment intersections: a probabilistic analysis approach. Can Geotech J,2014,51( 2) : 184 [9] Hammah R E,Yacoub T E,Curran J H. Numerical modelling of slope uncertainty due to rock mass jointing / / Proceeding of the In￾ternational Conference on Rock Joints and Jointed Rock Masses. Tucson,2009: 7 [10] Hammah R E,Yacoub T E,Curran J H. Probabilistic slope a￾nalysis with the finite element method / / Proceedings of the 41st US Symposium on Rock Mechanics and the 4th US--Canada Rock Mechanics Symposium. Asheville,2008 [11] Hammah R E,Yacoub T,Corkum B,et al. The practical mod￾elling of discontinuous rock masses with finite element analysis / / Proceedings of the 42nd US Rock Mechanics Symposium: 2nd US-- Canada Rock Mechanics Symposium. San Francisco,2008 [12] Altarejos-Garcia L,Martinez-Chenoll M L,Escuder-Bueno I,et al. Assessing the impact of uncertainty on flood risk estimates with reliability analysis using 1-D and 2-D hydraulic models. Hydrol Earth Syst Sci,2012,16( 7) : 1895 [13] Song Y H,Huang M Q,Sun M. Application of finite elements with joint net to stability analysis of toppling slope. Rock Soil Mech,2011,32( 4) : 1205 ( 宋彦辉,黄民奇,孙苗. 节理网络有限元在倾倒斜坡稳定 分析中的应用. 岩土力学,2011,32( 4) : 1205) [14] Wu J C,Zhang Y M,Li H X. Stability analysis of underground caverns by jointed finite element method. Appl Mech Mater, 2012,238: 814 [15] Wang Y,Li X,Wang M Y,et al. Failure mechanism of topping rock slope using jointed finite element simulation method. Chin J Rock Mech Eng,2013,32( Suppl 2) : 3945 ( 王宇,李晓,王梦瑶,等. 反倾岩质边坡变形破坏的节理有 限元模拟计算. 岩石力学与工程学报,2013,32 ( 增刊 2) : 3945) [16] Li S D,Yu H L. Modification of Goodman interface element. Chin J Rock Mech Eng,2004,23( 15) : 2628 ( 李守德,俞洪良. Goodman 接触面单元的修正与探讨. 岩 石力学与工程学报,2004,23( 15) : 2628) [17] Phase 2 Joint Network Overview [J/OL]. Rocscience Inc. ( 2011--07--14) [2014--05--10]. https: / /www. rocscience. com / help / phase2 /webhelp / phase2_model / Joint_Network_Over￾view. htm [18] Wu S C,Liu F B,Zhou Y,et al. Hierarchical cluster of rock mass joint attitude and analysis of slope instability modes. J Univ Sci Technol Beijing,2014,36( 1) : 1 ( 吴顺川,刘芳标,周喻,等. 岩体节理产状系统聚类与边坡 失稳模式分析. 北京科技大学学报,2014,36( 1) : 1) [19] Wu S C,Zhou Y,Gao Y T,et al. Research on construction method of stochastic joints 3D-network model of equivalent rock mass. Chin J Rock Mech Eng,2012,31( Suppl 1) : 3082 ( 吴顺川,周喻,高永涛,等. 等效岩体随机节理三维网络模 型构建方法研究. 岩石力学与工程学报,2012,31( 增刊 1) : 3082) · 058 ·
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