[1] |
王卫东, 徐中华, 王建华. 预估深基坑开挖对周边建筑物影响的简化分析方法[J]. 岩土工程学报, 2010, 32(增刊): 32–38. (WANG Wei-dong, XU Zhong-hua, WANG Jian-hua. Simplified analysis method for evaluating excavation- induced damage of adjacent buildings[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S0): 32–38. (in Chinese))
|
[2] |
龚晓南, 宋二祥, 郭红仙, 等. 基坑工程实例[M]. 北京: 中国建筑工业出版社, 2008. (GONG Xiao-nan, SONG Er-xiang, GUO Hong-xian, et al. Foundation pit engineering example[M]. Beijing: China Architecture and Building Press, 2008. (in Chinese))
|
[3] |
王卫东, 徐中华, 王建华. 上海地区深基坑周边地表变形性状实测统计分析[J]. 岩土工程学报, 2011, 33(11): 1659–1666. (WANG Wei-dong, XU Zhong-hua, WANG Jian-hua. Statistical analysis of characteristics of ground surface settlement caused by deep excavations in Shanghai soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1659–1666. (in Chinese))
|
[4] |
MO Y L, HWANG J M. Seismic response of reinforced concrete buildings close to deep excavation[J]. Computer Methods in Applied Mechanics and Engineering, 1997, 145(1): 117–134.
|
[5] |
王建华, 徐中华, 王卫东. 支护结构与主体地下结构相结合的深基坑变形特性分析[J]. 岩土工程学报, 2007, 29(12): 1899–1903. (WANG Jian-hua, XU Zhong-hua, WANG Wei-dong. Analysis of deformation behavior of deep excavations supported by permanent structure[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1899–1903. (in Chinese))
|
[6] |
崔春义, 李顺群, 栾茂田, 等. 基于ABAQUS的连续墙支护深基坑开挖弹塑性数值分析[J]. 岩土工程学报, 2008, 30(增刊): 86–90. (CUI Chun-yi, LI Shun-qun, LUAN Mao-tian, et al. Numerical elasto-plastic analysis of deep foundation pit excavation with bracing diaphragm walls[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(S0): 86–90. (in Chinese))
|
[7] |
吕俊江, 田志昌, 李 斌. 基坑支护体系空间结构有限元法研究[J]. 包头钢铁学院学报, 2000, 19(2): 159–162. (LU Jun-jiang, TIAN Zhi-chang, LI Bin. Numerical elasto-plastic analysis of deep foundation pit excavation with bracing diaphragm walls[J]. Journal of Baotou University of Iron and Steel Technology, 2000, 19(2): 159–162. (in Chinese))
|
[8] |
BRIAUD J L, LIM Y J. Tieback walls in sand: numerical simulation and design implications[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(2): 101–106.
|
[9] |
Bin-Chen Benson Hsiung. A case study on the behaviour of a deep excavation in sand[J]. Computers and Geotechnics, 2009, 36(4): 665–675.
|
[10] |
HASHASH Y M A, Séverine Levasseur. Comparison of two inverse analysis techniques for learning deep excavation response[J]. Computers and Geotechnics, 2010, 37(3): 323–333.
|
[11] |
HASHASH Y M A, MARULANDA C, GHABOUSSI J, et al. Systematic update of a deep excavation model using field performance data[J]. Computers and Geotechnics, 2003, 30(6): 477–488.
|
[12] |
徐中华, 王卫东. 敏感环境下基坑数值分析中土体本构模型的选择[J]. 岩土力学, 2010, 31(1): 259–265. (XU Zhong-hua, WANG Wei-dong. Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties[J]. Rock and Soil Mechanics, 2010, 31(1): 259–265. (in Chinese))
|
[13] |
费 康, 张建伟. ABAQUS在岩土工程中的应用[M]. 北京: 中国水利水电出版社, 2009. (FEI Kang, ZHANG Jian-wei. The application of ABAQUS in geotechnical engineering[M]. Beijing: China Water Conservancy and Hydropower Press, 2009. (in Chinese))
|
[14] |
刘国彬, 王卫东, 等. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong, et al. Foundation pit engineering manual[M]. Beijing: China Architecture and Building Press, 2009. (in Chinese))
|
[15] |
胡敏云, 彭孔曙, 潘晓东. 复合土钉墙工作性状的有限元模拟与分析[J]. 岩土力学, 2008, 29(8): 2132–2162. (WANG Jian-hua, XU Zhong-hua, WANG Wei-dong.Study on numerical simulation of composite soil nailed wall[J]. Rock and Soil Mechanics, 2008, 29(8): 2132–2162. (in Chinese))
|