[1] 戴继,高广运,王铁宏. 花岗岩残积土的地区差异及对其工程特性的研究 [J]. 港工技术,2009,46(1):56-59.

DAI J, GAO G Y, WANG T H. Regional differences of granitic residual soil and research on its engineering characteristics [J]. Port Engineering Technology,2009,46(1):56-59.
[2] HU J Z, WANG H, MA J Z,et al. Probabilistic assessment of the properties of completely decomposed granite [C]//Tongji University. Proceedings of the 6th Asian-Pacific Symposium on Structural Reliability and Its Applications. Shanghai, China, May 28-30, 2016. Shanghai: Tongji University, 2016: 480-486.
[3] 梁仕华,周世宗,张朗,等. 广州东部地区花岗岩残积土物理力学指标统计分析 [J]. 广东工业大学学报,2015,32(1):29-33.

LIANG S H, ZHOU S Z, ZHANG L,et al. Statistical analysis of physical and mechanical indexes of granite residual soil in eastern guangzhou [J]. Journal of Guangdong University of Technology, 2015,32(1):29-33.
[4] 陈洪江,崔冠英. 花岗岩残积土物理力学指标的概型分布检验 [J]. 华中科技大学学报(自然科学版),2001,29(5):92-94.

CHEN H J, CUI G Y. Probability type testing of the distribution on the granite eluvial soil mechanical parameters [J]. Journal of Huazhong University of Science and Technology(Natural Science Edition),2001,29 (5):92-94.
[5] 张灿亨,王鑫,郑文棠. 基于水动力学模型的暴雨浅层滑坡风险分析 [J]. 南方能源建设,2015,2(增刊1):198-202.

ZHANG C H, WANG X, ZHENG W T. Assessment of rainstorm-induced shallow landslide hazard with hydrody-namic model [J]. Southern Energy Construction,2015,2(Supp.1):198-202.
[6] 蒋中明,熊小虎,曾铃. 基于FLAC~(3D)平台的边坡非饱和降雨入渗分析 [J]. 岩土力学,2014,35(3):855-861.

JIANG Z M, XIONG X H, ZENG L. Unsaturated seepage analysis of slope under rainfall condition based on FLAC3D [J]. Rock and Soil Mechanics,2014,35(3):855-861.
[7] 郑敏洲,简文彬,吴茂明. 花岗岩残积土边坡稳定性可靠度分析 [J]. 岩石力学与工程学报,2005,24(增刊2):5337-5340.

ZHENG M Z, JIAN W B, WU M M. Reliability analysis of stability of granite residual soil slope [J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.2):5337-5340.
[8] ZHANG L L, ZHANG L M, TANG W H. 2005 Rainfall-induced slope failure considering variability of soil properties [J]. Geotechnique,55(2):183-188.
[9] WANG H, ZHANG J, ZHENG W T,et al. System reliability analysis of slopes made of completely decomposed granite under intense rainfall infiltration [C]//Tongji University. Proceedings of the 6th Asian-Pacific Symposium on Structural Reliability and Its Applications. Shanghai, China, May 28-30, 2016. Shanghai: Tongji University, 2016:406-411.
[10] CORNELL C A. First-order uncertainty analysis of soil deformation and stability [J]. Publication of University of Hong Kong,1972:129-144.
[11] GRIFFITHS D V, FENTON G A. Probabilistic slope stability analysis by finite elements [J]. Journal of Geotechnical and Geoenvironmental Engineering,2004,130(5):507-518.
[12] 史良胜,杨金忠,陈伏龙,等. Karhunen-Loeve展开在土性各向异性随机场模拟中的应用研究 [J]. 岩土力学,2007,28(11):2303-2308.

SHI L S, YANG J Z, CHEN F L,et al. Research on application of Karhunen-Loeve expansion to simulating anisotropic random field of soil property [J]. Rock and Soil Mechanics,2007,28(11): 2303-2308.
[13] 吴振君,王水林,葛修润. 约束随机场下的边坡可靠度随机有限元分析方法 [J]. 岩土力学,2009,30(10):3086-3092.

WU Z J, WANG S L, GE X R. Slope reliability analysis by random FEM under constraint random field [J]. Rock and Soil Mechanics,2009,30(10):3086-3092.
[14] CHO S E. Probabilistic assessment of slope stability that considers the spatial variability of soil properties [J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(7):975-984.
[15] 薛亚东,方超,葛嘉诚. 各向异性随机场下的边坡可靠度分析 [J]. 岩土工程学报,2013,35(增刊2):77-82.

XUE Y D, FANG C, GE J C. Slope reliability in anisotropic random fields [J]. Chinese Journal of Geotechnical Engineering,2013,35 (Supp.2):77-82.
[16] 蒋水华,李典庆,曹子君,等. 考虑参数空间变异性的边坡可靠度及其敏感性分析多重响应面法 [J]. 防灾减灾工程学报,2015,35(5):592-598.

JIANG S H, LI D Q, CAO Z J,et al. Multiple response surfaces method for probabilistic analysis and reliability sensitivity analysis of slopes considering spatially varying soil properties [J]. Journal of Disaster Prevention and Mitigation Engineering,2015,35(5): 592-598.
[17] CHO S E. Infiltration analysis to evaluate the surficial stability of two-layered slopes considering rainfall characteristics [J]. Engineering Geology,2009,105(1-2):32-43.
[18] LUMB P. Effect of rain storms on slope stability [C]//Proceedings of the Symposium on Hong Kong Soils. Hong Kong,1962:537-552.
[19] FOURIE A B, ROEW D, BLIGHT G E. The effect of infiltration on the stability of the slopes of a dry ash dump [J]. Géotechnique,1999,49(1):1-13.
[20] VANAPALLI S K, FREDLUND D G, PUFAHL D E,et al. Model for the prediction of shear strength with respect to soil suction [J]. Canadian Geotechnical Journal,1996,33(3):379-392.
[21] FREDLUND D G, XING A. Equations for the soil-water characteristic curve [J]. Canadian Geotechnical Journal,1994,31(4): 521-532.
[22] 陈宏智. 基于可靠度理论的高铁复合地基沉降预测方法 [D]. 上海:同济大学土木工程学院地下建筑与工程系,2016.
[23] 肖特,李典庆,周创兵,等. 基于有限元强度折减法的多层边坡非侵入式可靠度分析 [J]. 应用基础与工程科学学报,2014(4):718-732.

XIAO T, LI D Q, ZHOU C B,et al. Non-intrusive reliability analysis of multi-layered slopes using strength reduction FEM [J]. Journal of Basic Science and Engineering,2014(4):718-732.
[24] UGAI K. A method of calculation of total safety factor of slope by elasto-plastic FEM [J]. Soils & Foundations,1989,29(2):190-195.
[25] LUMB P. Safety factors and the probability distribution of soil strength [J]. Canadian Geotechnical Journal,1970,7(3):225-242.