英语翻译[3] 高学伸,邹厚存,蒋毕忠.大型深基坑施工对邻近建筑物的影响[J].工程质量.2010(04):15-18[4] 陈福全,苏锋.基坑开挖对临近地基极限承载的影响性状数值分析[J].防灾减灾工程学报.2008(04):

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英语翻译[3] 高学伸,邹厚存,蒋毕忠.大型深基坑施工对邻近建筑物的影响[J].工程质量.2010(04):15-18[4] 陈福全,苏锋.基坑开挖对临近地基极限承载的影响性状数值分析[J].防灾减灾工程学报.2008(04):

英语翻译[3] 高学伸,邹厚存,蒋毕忠.大型深基坑施工对邻近建筑物的影响[J].工程质量.2010(04):15-18[4] 陈福全,苏锋.基坑开挖对临近地基极限承载的影响性状数值分析[J].防灾减灾工程学报.2008(04):
英语翻译
[3] 高学伸,邹厚存,蒋毕忠.大型深基坑施工对邻近建筑物的影响[J].工程质量.2010(04):15-18
[4] 陈福全,苏锋.基坑开挖对临近地基极限承载的影响性状数值分析[J].防灾减灾工程学报.2008(04):468-472
[5] 管志勇,路卫卫,戚蓝,李绍峰.建筑物地基沉降曲线的分形特征分析[J].岩土力学.2008(05):1415-1418
[6] 宋兴海.支护结构作用下高层建筑筏型基础的沉降分析研究[D].重庆大学 2009
[7] 陈滋雄.基坑开挖对邻近建筑物的影响研究[D].重庆大学 2012
[8] 董建华,朱彦鹏.兰州某深基坑三维有限元分析[J].岩土工程学报.2012(S1):93-97
[14] 龚东庆,深基坑引致邻近建筑物损害评估方法[J],岩土工程学报,2008,30(S0):138-143
[15] 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.
[16] 宋二祥,娄鹏,陆新征,等.某特深基坑支护的非线性三维有限元分析[J].岩土力学.2004,25(4):538-543.

英语翻译[3] 高学伸,邹厚存,蒋毕忠.大型深基坑施工对邻近建筑物的影响[J].工程质量.2010(04):15-18[4] 陈福全,苏锋.基坑开挖对临近地基极限承载的影响性状数值分析[J].防灾减灾工程学报.2008(04):
3] Gao Xueshen, Zou Houcun, Jiang Bizhong. Large deep foundation pit
construction influence on adjacent buildings [J]. engineering quality of.2010
(04): 15-18
[4] Chen Fuquan, Su Feng. Numerical analysis of the effect on
bearing capacity of foundation near [J]. Journal of disaster prevention and
mitigation engineering excavation. 2008 (04): 468-472
[5] Guan Zhiyong,
an Qi Road, blue, Li Shaofeng. Fractal characteristics of settlement curves of
building foundation [J]. rock and soil mechanics, 2008 (05):
1415-1418
[6] Song Xinghai. A raft foundation of high rise building
structure under the action of the settlement analysis of [D]. Chongqing
University, 2009
[7] Chen Zixiong foundation pit excavation on adjacent
buildings to study the effect of [D]. Chongqing University, 2012
[8] Dong
Jianhua, Zhu Yanpeng. A deep foundation pit in Lanzhou three dimensional finite
element analysis [J]. Chinese Journal of geotechnical engineering.2012 (S1):
93-97
[14] Gong Dongqing, deep foundation pit caused by adjacent
buildings damage assessment method of [J], Journal of geotechnical engineering,
2008, 30 (S0): 138-143
[15] Lu Xinzheng, Song Erxiang, Jilin, et al. A
super deep foundation pit considering retaining structure and soil interaction
of 3D finite element analysis [J]. Chinese Journal of geotechnical engineering,
2003, 25 (4): 488-491.
[16] Song Erxiang, Lou Peng, Lu XZ, et al. A super
deep foundation pit support three-dimensional nonlinear finite element analysis
[J]. rock and soil mechanics, 2004, 25 (4): 538-543.