[1] 卢廷浩. 土力学[M]. 北京: 高等教育出版社, 2010.
[2] Braja M Das. Principles of geotechnical engineering[M]. USA:Cengage Learing, 2010.
[3] 沈珠江. 理论土力学[M]. 北京: 中国水利水电出版社, 2000.
[4] 黄文熙. 水工建筑物土壤地基的沉降量与地基中的应力分布[J]. 工程, 1942,15(5): 1-15.Huang W X. Settlement and stress distribution in the soil of hydraulic structure[J]. Engineering, 1942,15(5): 1-15.
[5] 宋文刚, 房兆祥, 王晓化. 含软弱下卧层双层地基内应力简便计算初步探讨[J].工程勘察, 1993(6): 7-12.Song W G, Fang Z X, Wang X H. Study on the simple computation method of stress in double soil layers containing weak underlying stratum[J]. Engineering Investigation, 1993(6): 7-12.
[6] 徐洋, 谢康和, 梁仕华. 复合地基的平面应力扩散效应[J]. 土木工程学报, 2002, 35(2): 57-60.Xu Y, Xie K H, Liang S H. A study on effect of plane stress dispersion in composite ground[J]. China Civil Engineering Journal, 2002, 35(2): 57-60.
[7] 孟凡顺, 郭海燕, 白云飞. 多层半无限弹性体在任意荷载作用下的解析解[J]. 工程力学, 1997, 14(3): 104-111.Meng F S, Guo H Y, Bai Y F. A theoretical analysis for layered half-space under arbitrary loading[J]. Engineering Mechanics, 1997, 14(3): 104-111.
[8] 王建华, 史丽军, 陈振建. 双层地基位移和应力场求解[J]. 岩土力学, 1999, 20(4): 54-57.Wang J H, Shi L J, Chen Z J. Solution of displacement and stress in two-layered soils[J]. Rock and Soil Mechanics, 1999, 20(4): 54-57.
[9] 罗世毅. 水平层状地基中附加应力与沉降计算分析[D]. 西安: 长安大学, 2003.Luo S Y. The calculation of additional stress and settlement for the foundation of multilayered horizional soil [D]. Xi’an: Chang’an University, 2003.
[10] 中国建筑科学研究院.GB 50007—2011 建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2011.
[11] Duncan J M. State of the art:Limit equilibrium and finite element analysis of slopes[J]. Journal of Geotechnical Engineering,ASCE,1996, 122(7):577-596.
[12] Tuan-Nghia Do, Chang-Yu Ou, Aswin Lim. Evaluation of factors of safety against basal heave for deep excavations in soft clay using the finite-element method[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(12): 2125-2135.
[13] 徐卫亚,江涛,赵志峰,等. 光照重力坝坝基断层影响及处理的三维数值模拟[J]. 岩石力学与工程学报,2006,25(6):1099-1105.Xu W Y,Jiang T, Zhao Z F. A case study related to numerical analysis on stability of rock mass in arch dam abutment impacted by fault and simulation of fault enhancement[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(6):1099-1105.
[14] Aswin Lim, Chang-Yu Ou, Pio-Go Hsieh. Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions[J]. Journal of GeoEngineering, 2010, 5(1): 9-20.
[15] Boonchai Ukritchon, Andrew J Whittle, Scott W Sloan. Undrained stability of braced excavation in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(8): 738-755.