[1] 冯树仁,丰定祥,葛修润,等. 边坡稳定性的三维极限平衡分析方法及应用[J]. 岩土工程学报,1999,21(6):557–661.(FENG Shuren,FENG Dingxiang,GE Xiuren,et al. 3D limit equilibrium method for slope stability and its application[J]. Chinese Journal of Geotechnical Engineering,1999,21(6):557–661.(in Chinese))
[2] 姜清辉,王笑海,丰定祥,等. 三维边坡稳定性极限平衡分析系统软件SLOPE3D的设计及应用[J]. 岩石力学与工程学报,2003,22(7):1 121–1 125.(JIANG Qinghui,WANG Xiaohai,FENG Dingxiang,et al. SLOPE3D—a three-dimensional limit equilibrium analysis software for slope stability and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(7):1 121– 1 125.(in Chinese))
[3] 祝玉学. 边坡稳定性分析的三维方法[J]. 金属矿山,1994,(12):6–10.(ZHU Yuxue. Three-dimensional method for slope stability analysis[J]. Metal Mine,1994,(12):6–10.(in Chinese))
[4] 张均锋,丁 桦. 边坡稳定性分析的三维极限平衡法及应用[J]. 岩石力学与工程学报,2005,24(3):365–370.(ZHANG Junfeng,DING Hua. 3D limit-equilibrium method for slope stability analysis and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(3):365–370.(in Chinese))
[5] 谭 亮,孙世国,林国棋,等. 对称破坏机制下的边坡稳定三维滑动场分析方法[J]. 北方工业大学学报,2007,19(3):79–84.(TAN Liang,SUN Shiguo,LIN Guoqi,et al. A slope stability three- dimensional critical slip field analytical approach based on sym- metrical destructive mechanism[J]. Journal of North China University of Technology,2007,19(3):79–84.(in Chinese))
[6] 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 Xiu1i,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))
[7] 卢萌盟,曾宪桃. 边坡稳定的三维极限平衡分析法及工程应用[J]. 四川建筑,2004,24(5):77–78.(LU Mengmeng,ZENG Xiantao. 3D limit-equilibrium method for slope stability analysis and its engineering application[J]. Sichuan Building,2004,24(5):77–78.(in Chinese))
[8] CHEN R H,CHAMEAU J L. Three-dimensional 1imit equilibrium analysis of slopes[J]. Geotechnique,1983,33(1):31–40.
[9] HUTCHINSON J N,SARMA S K. Discussion on three-dimensional limit equilibrium analysis of slope[J]. Geotechnique,1985,35(2):215–216.
[10] ZHANG X. Three-dimensional stability analysis of concave slopes in plan view[J]. Journal of Geotechnical Engineering,1988,114(6):658–671.
[11] HUNGR O. An extension of Bishop's simplified method of slope stability analysis to three-dimensions[J]. Gotechnique,1987,37(1):113–117.
[12] HUNG O,SALGADO F M,BYME P M. Evaluation of three- dimension method of slope stability analysis[J]. Canadian Geotechnical Journal,1989,26(4):679–686.
[13] 张常亮,李同录,李 萍. 三维边坡稳定性分析的解析算法[J]. 中国地质灾害与防治学报,2007,18(1):99–103.(ZHANG Changliang,LI Tonglu,LI Ping. Analytical calculation method for three- dimensional stability of slop[J]. The Chinese Journal of Geological Hazard and Control,2007,18(1):99–103.(in Chinese))
[14] 张均锋. 三维简化Janbu法分析边坡稳定性的扩展[J]. 岩石力学与工程学报,2004,23(17):2 876–2 881.(ZHANG Junfeng. Extension of three-dimensional simplified Janbu¢s method for slope stability analysis[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(17):2 876–2 881.(in Chinese))
[15] 朱大勇,刘华丽,范鹏贤,等. 旋转对称边坡三维安全系数显式解[J]. 解放军理工大学学报(自然科学版),2006,7(5):446–449.(ZHU Dayong,LIU Huali,FAN Pengxia,et al. Explicit solution to three-dimensional factor of safety of rotational symmetrical slope[J]. Journal of PLA University of Science and Technology(Natural Science),2006,7(5):446–449.(in Chinese))
[16] 李同录,王艳霞,邓宏科. 一种改进的三维边坡稳定性分析方法[J]. 岩土工程学报,2003,25(5):611–614.(LI Tonglu,WANG Yanxia,DENG Hongke. An improved method for three-dimensional slope stability analysis[J]. Chinese Journal of Geotechnical Engineering,2003,25(5):611–614.(in Chinese))
[17] 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.(CHEN Zuyu. Soil slope stability analysis:principles,methods,and procedures[M]. Beijing:China Water Power Press,2003.(in Chinese))
[18] 邱 骋,谢谟文,江崎哲郎,等. 基于三维力学模型的大范围自然边坡稳定性概率评价方法[J]. 岩石力学与工程学报,2008,27(11):2 281–2 287.(QIU Cheng,XIE Mowen,ESAKI Tetsuro,et al. A 3D deterministic model based probabilistic method for landslide hazard assessment of large mountainous area[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 281–2 287.(in Chinese))
[19] 万 文,曹 平,冯 涛. 加速混合遗传算法在搜索边坡最危险滑动面中的应用[J]. 岩石力学工程学报. 2006,25(增 1):2 770– 2 776.(WAN Wen,CAO Ping,FENG Tao. Application of accelerating hybrid genetic algorithm to searching for the most dangerous slip surface of slope[J]. Journal of Rock Mechanics and Engineering. 2006,25(Supp. 1):2 770–2 776.(in Chinese))
[20] 张 浩,王常明,马文东. 边坡最危险滑动面全局搜索的模拟退火算法及改进[J]. 吉林大学学报(地球科学版),2007,37(1):129–133.(ZHANG Hao,WANG Changming,MA Wendong. Simulated annealing algorithm of global search for critical sliding surface of slope and improvements[J]. Journal of Jilin University(Earth Science),2007,37(1):129–133.(in Chinese)
[21] 张永兴. 边坡工程学[M]. 北京:中国建筑工业出版社,2008.(ZHANG Yongxing. Slope engineering[M]. Beijing:China Architecture and Building Press,2008.(in Chinese))
[22] 袁 恒,孟 衡. 边坡稳定分析三维极限平衡方法探讨[J]. 灾害与防治工程,2008,(2):20–24.(YUAN Heng,MENG Heng. Discussion on three-dimensional limit equilibrium method for slope stability[J]. Hazard and Control Engineering,2008,(2):20–24.(in Chinese))
[23] 陈祖煜,弥宏亮,汪小刚. 边坡稳定三维分析的极限平衡方法[J]. 岩土工程学报,2001.23(5):525–529.(CHEN Zuyu,MI Hongliang,WANG Xiaogang. Three-dimensional limit equilibrium method for slope stability[J]. Chinese Journal of Geotechnical Engineering,2008,23(5):525–529.(in Chinese))
[24] 刘成宇. 土力学[M]. 北京:中国铁道出版社,2005.(LIU Chengyu. Soil mechanics[M]. Beijing:China Railway Publishing House,2005.(in Chinese))