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《Journal of Zhejiang University(Natural Science)》 1998-01
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Numerical study of the ground settlement caused by the excavation in soft soil

Yu Jianling Zhao Rongxin Gong Xiaonan(Dept.of Civil Engineering, Zhejiang University,Hangzhou,310027)  
The paper using FEM firstly analyses some factors which affect the maximum ground settlement during the excavation in soft soil; and then analyses the influence of the variable width and depth of passive strengthening zone on the deformation of retaining wall, and some valuable conclusions are drawn. It is hoped that this paper might be a reference for engineers.
【CateGory Index】: TU476.4
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3 XU Qianshun;WANG Shuaishuai;ZHAO Chunfa;GAO Bo;CCCC Second Highway Engineering Co., Ltd.;Southwest Jiaotong University;;Mechanical Behavior Analysis of Deep Foundation Pit Construction in Urban Soft Soil Area[J];建筑施工;2018-04
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2 GAO Guang-yun;NIE Chun-xiao;ZENG Long;ZHANG Xian-lin;Department of Geotechnical Engineering, Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University;Shanghai Municipal Bureau of Planning and Land Resources;;Long-term settlement of foundation subjected to moving train loads based on creep constitutive model[J];岩土工程学报;2015-S2
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4 GU Jian-bo;QIAN Jian-gu;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University;Department of Geotechnical Engineering,Tongji University;;Analytical theory of ground settlement induced by movement of flexible retaining wall[J];岩土力学;2015-S1
5 JIANG Zhou;GAO Guang-yun;ZHAO Hong;CHEN Gong-qi;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University;Department of Geotechnical Engineering,Tongji University;;Long-term settlement of tunnels induced by subway moving load in soft soil districts[J];岩土工程学报;2013-S2
6 ZHANG Zhiguo;HUANG Maosong;WANG Weidong;School of Environment and Architecture,University of Shanghai for Science and Technology;State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology;Department of Geotechnical Engineering,Tongji University;East China Architecture Design and Research Institute Co.,Ltd.;;ANALYSIS OF GROUND SETTLEMENTS INDUCED BY SUBWAY SHIELD EXCAVATION CONSIDERING SHELTERING OVERLAPPED EFFECTS[J];岩石力学与工程学报;2013-09
7 MU Lin-long1,2,HUANG Mao-song1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Simplified method for analysis of soil movement induced by excavations[J];岩土工程学报;2013-05
8 XU Ze-min1,2,HAN Qing-hua1,ZHENG Gang1,ZHANG Li-ming2(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Metro Group Co.,Ltd.,Tianjin 300051,China);Field monitoring and analysis of effects of metro tunnels under historic buildings[J];岩土工程学报;2013-02
9 QIAN Jiangu1,2,WANG Weiqi1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);ANALYTICAL SOLUTIONS TO GROUND SETTLEMENT INDUCED BY MOVEMENT OF RIGID RETAINING WALL[J];岩石力学与工程学报;2013-S1
10 WANG Fei1,MIAO Linchang1,LI Chunlin1,2(1.Institute of Geotechnical Engineering,Southeast University,Nanjing,Jiangsu 210096,China; 2.Department of Civil and Architecture Engineering,Tongling University,Tongling,Anhui 244000,China);NUMERICAL ANALYSIS OF SHIELD TUNNEL SETTLEMENT CONSIDERING CONSTRUCTION PROCESS[J];岩石力学与工程学报;2013-S1
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 HE Fei;LIN Jiang;ZHANG Xingzhi;WU Jie;CHE Dewen;Chengdu Branch of China Construction Third Engineering Bureau Co.,Ltd.;;Top-down Method Construction of Underground Roof as Internal Support of Deep Foundation Excavation Nearby Subway Station[J];施工技术;2017-09
2 WANG Rong;YANG Yan;JIA San-Man;TIAN Fang;KAN Jing-Liang;Beijing Institute of Hydrogeology and Engineering Geology;The Third Railway Survey and Design Institute Group Corporation;;A numerical analysis of the influence of land subsidence on the engineering stability of the Beijing–Tianjin intercity railway[J];上海国土资源;2014-01
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