| [1] |
刘明虎. 圆形地下连续墙支护深基坑结构受力特点及对比分析[J]. 公路交通科技, 2005, 22(11): 96-99. (LIU Ming-hu. Structural performance of the deep foundation pit bracing with circular diaphragm wall[J]. Journal of Highway and Transportation Research and Development, 2005, 22(11): 96-99. (in Chinese))
|
| [2] |
陆新征, 宋二祥, 吉 林, 等. 某特深基坑考虑支护结构与土体共同作用的三维有限元分析[J]. 岩土工程学报, 2003, 25(4): 488-491. (LU Xin-zheng, SONG Er-xiang, JI Lin, et al. 3-Dimensional FEA for the interaction between supporting structure of excavation and soil in a very deep pit[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 488-491. (in Chinese))
|
| [3] |
陈有亮, 李 林, 刘井学, 等. 某深基坑地下连续墙开挖变形有限元分析[J]. 地下空间与工程学报, 2008, 4(2): 320-330. (CHEN You-liang, LI Lin, LIU Jing-xue, et al. Finite e lement analysis of the underground retaining wall of a deep foundation excavation[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(2): 320-330. (in Chinese))
|
| [4] |
藏文坤.“土岩”二元结构深基坑内支撑支护体系数值分析与动态监测[D]. 青岛: 中国海洋大学, 2011. (ZANG Wen-kun. Supporting system of deep foundation pit is numerical analysised and dynamic monitored in the condition of dualistic structure of soil stratum and underlying rock stratum[D]. Qingdao: Ocean University of China, 2011. (in Chinese))
|
| [5] |
沈 磊, 陆余年, 岳建勇, 等. 超大深基坑变形特征的数值模拟及其实测分析[J]. 地下空间与工程学报, 2005, 11(4): 538-542. (SHEN Lei, LU Yu-nian, YUE Jian-yong, et al. Deformation characteristics of oversized deep foundation pit: comparison of numerical simulation with the instrumentation results[J]. Chinese Journal of Underground Space and Engineering, 2005, 11(4): 538-542. (in Chinese))
|
| [6] |
戚 辉, 吴先干. 武汉市亢龙太子花园酒店工程深基坑开挖监测实录.基坑工程应用技术[M]. 武汉: 武汉出版社, 2008. (QI Hui, WU Xian-gan. Monitoring record about the excavation of deep foundation pit of Wuhan City Dragon Prince Edward Kang Gard en Hotel, Application of technology of foundation pit[M]. Wuhan: Wuhan Press, 2008. (in Chinese))
|
下载:
