[1]刘沐宇,李宏,池秀文.岩体结构的可靠性设计[J].武汉工业大学学报,1998,20(4):6568.
LIU Muyu,LI Hong,CHI Xiuwen.Reliability design for rock structures[J].Journal of Wuhan University of Technology,1998,20(4):6568.
[2]武清玺,王德信.拱坝坝肩三维稳定可靠度分析[J].岩土力学,1998,19(1):4549.
WU Qingxi,WANG Dexin.Reliability analysis for 3dimensional abutment stability against sliding[J].Rock and Soil Mechanics,1998,19(1):4549.
[3]徐建平,胡厚田.摄动随机有限元法在顺层岩质边坡可靠性分析中的应用[J].岩土工程学报,1999,21(1):7176.
XU Jianping,HU Houtian.Application of perturbation stochastic finite element method in the reliability analysis of rock bedding slope[J].Chinese Journal of Geotechnical Engineering,1999,21(1):7176.
[4]李亮,刘宝琛.边坡极限承载力的下限分析法及其可靠度理论[J].岩石力学与工程学报,2001,20(4):508513.
LI Liang,LIU Baochen.Lower bound limit analysis on bearing capacity of slope and its reliability[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(4):508513.
[5]邹广电,陈永平.滑坡和边坡稳定性分析的模拟退火随机搜索耦合算法[J].岩石力学与工程学报,2004,23(12):20322037.
ZOU Guangdian,CHEN Yongping.Coupling algorithm of simulated annealing algorithm and random search method for slope stability analysis[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(12):20322037.
[6]张我华,金伟良,李鸿波.岩石边坡稳定性的随机损伤力学分析[J].水利学报,2005,36(4):413419.
ZHANG Wohua,JIN Weiliang,LI Hongbo.Stability analysis of rock slope based on random damage mechanics[J].Journal of Hydraulic Engineering,2005,36(4):413419.
[7]刘春.黄麦岭磷矿边坡岩体抗剪强度参数的随机模糊法取值研究[J].岩石力学与工程学报,2005,24(4):653656.
LIU Chun.Research on the selection of shear strength parameters of slope rockmasses in Huangmailing phosphorite mine using randomfuzzy method[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(4):653656.
[8]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[J].岩石力学与工程学报,2006,25(2):407413.
YANG Kun,ZHOU Chuangbing,ZHANG Xin,et al.Fuzzyrandom reliability analysis of blocky rock mass in slopes[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(2):407413.
[9]时卫民,郑颖人,唐伯明,等.边坡稳定不平衡推力法的精度分析及其使用条件[J].岩土工程学报,2004,26(3):313317.
SHI Weimin,ZHENG Yingren,TANG Boming,et al.Accuracy and application range of imbalance thrust force method for slope stability analysis[J].Chinese Journal of Geotechnical Engineering,2004,26(3):313317.
[10]刘东燕,严春风,陈彦峰.压剪应力条件下岩体裂纹扩展概率模型研究[J].岩土工程学报,1999,21(1):5659.
LIU Dongyan,YAN Chunfeng,CHEN Yanfeng.The probabilistic failure model of rock mass under compressive stress states[J].Chinese Journal of Geotechnical Engineering,1999,21(1):5659.
[11]姚耀武,陈东伟.土坡稳定可靠度分析[J].岩土工程学报,1994,16(2):8087.
YAO Yaowu,CHEN Dongwei.Reliability analysis of soil slope stability[J].Chinese Journal of Geotechnical Engineering,1994,16(2):8087.
[12]胡志平,罗丽娟.管片衬砌结构可靠度分析的优化方法[J].岩石力学与工程学报,2005,24(22):41454150.
HU Zhiping,LUO Lijuan.Study on reliability optimization of segments lining in shield tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(22):41454150.