[1] 王俊, 雷宏武,徐芬,王静.变渗透系数软土一维非线性固结沉降数值模拟[J].地下水, 2010, 32 (6): 155~157.Wang Jun, Lei Hongwu, Xu Fen, Wang Jing. Numerical simulation of soft soil no-linear consolidation settlement with variable hydraulic conductivity. Ground Water, 2010, 32 (6): 155~157.[2] 赵维炳, 施建勇.软土固结与流变[M].南京:河海大学出版社, 1996.Zhao Weibing,Shi Jianyong. Consolidation and creep of the soft soil. Nanjing: Hohai University Press. 1996.[3] 罗晓辉. 深基坑开挖渗流与应力耦合分析[J].工程勘察, 1996,(6): 37~41.Luo Xiaohui. Seepage and stress coupling analysis of deep foundation pit excavation. Engineering Investigation, 1996, (6): 37~41.[4] 杨志锡, 叶为民,杨林德.基坑工程中应力场与渗流场直接耦合的有限元方法[J].勘察科学技术, 2001,(3): 32~36.Yang Zhixi, Ye Weimin, Yang Linde. The finite element method of direct coupling between the stress field and the seepage filed of foundation pit projects. Site Investigation Science and Technology, 2001,(3): 32~36.[5] 黄文熙. 土的工程性质[M].北京:中国水利水电出版社, 1983.Huang Wenxi. Engineering properties of soil. Beijing: China Water Power Press,1983.[6] 钱家欢,殷宗泽.土工原理与计算[M].北京:中国水利水电出版社, 1996.Qian Jiahuan,Yin Zongze. Geotechnical principle and calculation. Beijing: China Water Power Press,1996. [7] 孙立强,闫澍旺,何洪娟,等.吹填土地基真空预压加固过程分析及有限元研究[J].岩石力学与工程学报, 2010, 29(增2): 3878~3884.Sun Liqiang, Yan Shuwang, He Hongjuan, et al. Consolidation process analysis of reclaimed soil foundation by vacuum preloading and finite elements study. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (S2): 3878~3884.
|