[1] Matsui T,San KC.Finite element slope stability analysis by shear strength reduction technique[J].Soils and Foundations, 1992, 32 (1): 59~70.[2] Muller L.The rock slide in the Vajont valley[J].Rock Mechanics and Engineering Geology, 1964, 2 (1): 148~222.[3] Tang Huiming,Deng Qinglu,Hu Xinli,Research on the characteristics and slope deformation regularity of the Badong formation in the Three Gorges reservoir area .In Wang F,Li T(eds.).Landslide Disaster Mitigation in Three Gorges Reservoir,China,Berlin,Heidelberg : Springer, 2009, 87~113.[4] 胡新丽.David M Potts,Lodijia Zdrakovic' Jinle.三峡水库运行条件下金乐滑坡稳定性评价[J].地球科学, 2007, 32 (3): 403~408. Hu Xinli. David M Potts,Lidija Zdravkovic' Jinle.Landslide stability under water level fluctuation of Three Gorges Reservoir.Earth Science-Journal of China University of Geosicences, 2007, 32 (3): 403~408.[5] 范文, 俞茂宏,李同录,等.层状岩体边坡变形破坏模式及滑坡稳定性数值分析[J].岩石力学与工程学报, 2000, 19 (S1): 983~986. Fan Wen,Yu Maohong,Li Tonglu,et al.Failure pattern and numerical simulation of landslide stability of stratified rock.Chinese Journal of Rock Mechanics and Engineering, 2000, 19 (S1): 983~986.[6] 白永健, 郑万模,邓国仕,等.四川丹巴甲居滑坡动态变形过程三维系统监测及数值模拟分析[J].岩石力学与工程学报, 2011, 30 (5): 974~981. Bai Yongjian,Zheng Wanmo,Deng Guoshi, et al.Three-dimesional system monitoring and numerical simulation on the dynamic deformation process of Jiaju landslide in Danba,Sichuan.Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (5): 974~981.[7] Sammori T and Tsuboyama Y.Parametric study on slope stability with numerical simulation in consideration of seepage process .In: Bell(ed.)On Landslide: Proc.6th,Int.Symp . Balkema: Rotterdam, 539~544.[8] Sakurai S.Field measurement and back analysis . In: G Beer,JR Booker,JPC Carter(eds.),Computer Methods and Advances in Geomechanics: Proceedings of the Seventh International Conference on Computer Methods and Advances in Geomechanics ,Cairns, 6-10May 1991,Rotterdam: Balkema, 1992.[9] 刘迎曦, 吴立军,韩国城.边坡地层参数的优化反演[J].岩土工程学报, 2001, 23 (3): 315~318. Liu Yingxi,Wu Lijun,Han Guocheng.Optimization inversion for identifying ground parameters of slope.Chinese Jounal of Geotechnical Engineering, 2001, 23 (3): 315~318.[10] 孙钧, 黄伟.岩石力学参数弹塑性反演问题的优化方法[J].岩石力学与工程学报, 1992, 11 (3): 221~229. Sun Jun,Huang Wei.An optimization method for the elastoplastic inversion of parameters in rock mechanics.Chinese Journal of Rock Mechanics and Engineering, 1992, 11 (3): 221~229.[11] 高玮. 基于粒子群优化的岩土工程反分析研究[J].岩土力学, 2006, 27 (5): 795~798. Gao Wei. Back analysis algorithm in geotechnical engineering based on particle swarm optimization.Rock and Soil Mechanics, 2006, 27 (5): 795~798.[12] 高玮, 郑颖人.采用快速遗传算法进行岩土工程反分析[J].岩土工程学报, 2001, 23 (1): 120~122. Gao Wei,Zheng Yingren.Back analysis in geotechnical engineering based on fast-convergent genetic algorithm.Chinese Jounal of Geotechnical Engineering, 2001, 23 (1): 120~122.
|