Leroueil S, Tavenas F, Roy M. Construction pore pressures in clay foundations under embankments. part I: the Saint-Alban test fills[J]. Canadian Geotechnical Engineering, 1978, 15: 54-65.
[2]
Leroueil S, Tavernas F. Construction pore pressures in clay foundations under embankments. part II: generalized behaviour[J]. Canadian Geotechnical Engineering, 1978,15: 66-82.
[3]
Zdravkovi＇cL, Potts D M, Hight D W. The effect of strength anisotropy on the behaviour of embankments on soft ground[J].Géotechnique,2002,52(6):447-457.
[4]
McGuire Michael P. Critical height and surface deformation of column-supported embankments [D]. Blacksburg: the VirginiaPolytechnic Institute and State University, 2011.
[5]
王铁行, 窦明健, 胡长顺. 多年冻土地区路基临界高度研究[J]. 土木工程学报, 2003, 36(4): 94-98.Wang Tie-hang, Dou Ming-jian, Hu Chang-shun. Study on critical thickness of subgrade in permafrost area[J]. China Civil Engineering Journal, 2003, 36(4): 94-98.
[6]
邓永锋, 刘松玉, 洪振舜. 高速公路工程中动态临界填筑高度的应用研究[J]. 岩土力学, 2006, 27(9):1579-1582.Deng Yong-feng, Liu Song-yu, Hong Zhen-shun. Research on application of dynamic critical height in expressway engineering[J]. Rock and Soil Mechanics, 2006, 27(9):1579-1582.
[7]
江国勤, 管同心, 徐永福. 天然软土地基上路堤临界高度分析[J]. 路基工程, 2011(2):47-49.Jiang Guo-qin, Guan Tong-xin, Xu Yong-fu. Analysis on critical height of embankment on natural soft foundation[J]. Subgrade Engineering, 2011(2):47-49.
[8]
朱福, 战高峰, 佴磊. 公路工程路堤临界填土高度一种计算方法研究[J]. 工程力学, 2013,30(7):142-146.Zhu Fu, Zhan Gao-feng, Nie Lei. Study on a calculation method of critical filling of embankment of highway engineering[J]. Engineering Mechanics,2013,30(7):142-146.
[9]
俞茂宏. 岩土类材料的统一强度理论及其应用[J]. 岩土工程学报, 1994, 16(2): 1-10.Yu Mao-hong. Unified strength theory for geomaterials and its application[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-10.
[10]
范文, 林永亮, 秦玉虎. 基于统一强度理论的地基临界荷载公式[J]. 长安大学学报:地球科学版, 2003, 25(3): 48-51.Fan Wen, Lin Yong-liang, Qin Yu-hu. Formula for critical load of foundation based on the unified strength theory[J]. Journal of Chang'an University (Earth Science Edition), 2003, 25(3): 48-51.
[11]
王祥秋, 杨林德, 高文华. 基于双剪统一强度理论的条形地基承载力计算[J]. 土木工程学报, 2006, 39(1): 79-82.Wang Xiang-qiu, Yang Lin-de, Gao Wen-hua. Calculation of bearing capacity about the strip foundation based on the twin shear unified strength theory[J]. China Civil Engineering Journal, 2006, 39(1): 79-82.
程彩霞, 赵均海, 魏雪英. 统一滑移线与有限元求解路基极限荷[J]. 工程力学, 2006, 23(8): 150-154.Cheng Cai-xia, Zhao Jun-hai, Wei Xue-ying. Bearing capacity of roadbed by unified slip line field method and finite element method[J]. Engineering Mechanics, 2006, 23(8): 150-154.
[14]
冷伍明, 赵健, 何群. 路堤下软土地基承载力的计算研究[J]. 土木工程学报, 2005, 38(4): 120-124.Leng Wu-ming, Zhao Jian, He Qun. A method for assessing the bearing capacity of a soft soil foundation under embankment[J]. China Civil Engineering Journal, 2005, 38(4): 120-124.
