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《Chinese Journal of Underground Space and Engineering》 2013-01
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Calculation Method for Settlement due to Shield Tunnelling Considering Structure Stiffness

Ouyang Wenbiao1,2,Ding Wenqi1,2,Xie Dongwu1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University, Shanghai 200092,China)  
For tunnel crossing under through existing buildings,the shape of surface settlement trough due to shield tunnelling is different from that under situation without buildings on the ground.Based on the stiffness equivalent method and the approximate solution of surface settlement proposed by Verruijt and Booker,which is an extension of the method suggested by Sagaseta,a new approximate solution is proposed in this article to calculate the surface settlement due to shield tunnelling considering the stiffness of structure.Combined with the Shanghai Metro Line 11 project crossing through the Chongsi Building in Xuhui Middle School,a calculation was carried out and the result was compared with the monitoring data,the comparison showed that the result of the approximate solution is acceptable.
【Fund】: 教育部新世纪优秀人才资助项目(No.NCET-08-0403)
【CateGory Index】: TU196.1
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Chinese Journal Full-text Database 5 Hits
1 Wang Jianxiu1,2,Fu Huixian2,Zhu Yanfei3,Tang Yiqun1,2,Yang Ping1,2 (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;3.Shanghai Tunnel Engineering Company.Co.Ltd.,Shanghai 200072,China);Advance in Calculation of Subsidence Caused by Shield Tunnel Based on Strata Loss[J];Chinese Journal of Underground Space and Engineering;2010-01
2 GE Shiping1,2,3,XIE Dongwu1,2,DING Wenqi1,2,YANG Hongjie4(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China;3.Shanghai Shentong Metro Construction Group Co.Ltd.,Shanghai 201103,China;4.Shanghai Shentong Metro Research & Consultancy Co.Ltd.,Shanghai 201103,China);Simulation and Monitoring of Shield Tunnel Undercrossing Historic Building[J];Journal of Tongji University(Natural Science);2011-10
3 ZHOU Xiao-wen1,NG C W W2(1.South China University of Technology,Guangzhou 510640,China;2.Hong Kong University of Science and Technology,Hong Kong);Analytical solution for estimating surface settlements induced by multiple tunnel excavation[J];Chinese Journal of Geotechnical Engineering;2007-11
4 HAN Xuan1, 2, LI Ning1, Jamie R STANDING3 (1. Xi’an University of Technology, Xi’an 710048, China; 2. Beijing Geotechnical Institute, Beijing 100038, China; 3. Imperial College of Science, Technology and Medicine, London SW7 2AZ);An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J];Rock and Soil Mechanics;2007-01
5 AI Chuan-zhi1, 2, WANG Zhi-yin3 (1. Postdoctoral Center of China University of Petroleum, Beijing 102249, China; 2. CNOOC Beijing Research Center, Beijing 100027, China; 3. Beijing Key Laboratory of Urban Oil and Gas Distribution Technology, China University of Petroleum, Beijing 102249, China);An analytical solution for displacement and stress caused by shallow buried tunnel excavation under existing highway foundation[J];Rock and Soil Mechanics;2010-02
Chinese Journal Full-text Database 10 Hits
1 HAN Xuan~1,LUO Wen-lin~1,LI Ning~2 (1.BGI Engineering Consultants LTD,Beijing 100038,China; 2.Xi'an University of Technology,Xi' an 710048,China);The Width of Settlement Trough Influenced by Tunneling in Soft Ground[J];Chinese Journal of Underground Space and Engineering;2009-06
2 Wu Xinzhi1,Hu Yuyin2,Jing Lu3,Yuan Juyun3(1.Shanghai Mechanized Construction Corporation Ltd.,Shanghai 200072,China;2.Shanghai Construction Group Technology Center, Shanghai 200083,China;3.Department of Geotechnical Egnineering,Tongji University,Shanghai 200092,China);Application of Dual-Replacement Construction Method of Box Culvert Jacking[J];Chinese Journal of Underground Space and Engineering;2011-05
3 Li Peng1,Du Shouji1,Liu Yanbin2(1.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China; 2.Shanghai Bund Area Comprehensive Transportation Improvement Project Construction Headquarters,Shanghai 200010,China);Analysis on Influence of Subway Shield Tunnel Construction on Overlying Cross-River Tunnel[J];Chinese Journal of Underground Space and Engineering;2011-06
4 Bing Fengju1,Wang Xin2,Xi Ning3,Fang Li 4(1.Institute of Civil Engineering and Architecture,Liaocheng University,Liaocheng Shandong 252000,China;2.Institute of Urban Construction Design & Research in Shanghai,Shanghai 200122,China;3.Shenye South Real Estate(Group)Co.Ltd., Shenzhen Guangdong 518040,China;4.Huali College,Guangzhou Industry University,Guangzhou 511325,China);3D Numerical Simulation of Pipe Jacking and Its Soil Applicability Study[J];Chinese Journal of Underground Space and Engineering;2011-06
5 Yan Bo1,2,Yang Guolong2,Lin Hui3,Lin Peiyuan1,Wu Wenbiao3(1.Sun Yat-Sen University,Guangzhou,510275,China;2.Guangdong Provincial Academy of Building Research, Guangzhou,510500,China;3.Second Board Co.,Ltd.of Guangdong Hydropower,Guangzhou,510663,China);Reasearch on Shield Tunneling Parameters Optimization and Surface Subsidence Control[J];Chinese Journal of Underground Space and Engineering;2011-S2
6 Wang Jianxiu1,2,Tian Puzhuo2,Fu Huixian2,Zhu Yanfei3(1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Tongji University, Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Shanghai Tunnel Engineering Company.Co.Ltd.,Shanghai 200072,China);Ground Settlement Controlling of Shield Tunnel by Strata Loss Theory[J];Chinese Journal of Underground Space and Engineering;2012-03
7 TIAN Tian1,PAN Mao1,,HAN Xuan2,CONG Weiqing1,ZHANG Fang2,ZHANG Jie3 1.The Key Laboratory of Orogenic Belts and Crustal Evolution(MOE),School of Earth and Space Sciences,Peking University,Beijing 100871;2.BGI Engineering Consultants LTD,Beijing 100038;3.College of Geoscience and Surveying Engineering,China University of Mining and Technology,Beijing 100083;Key Technologies of Prediction and Display of Deformation Field Induced by Underground Construction[J];Acta Scientiarum Naturalium Universitatis Pekinensis;2011-05
8 PAN Hai-ze①②,JIANG Bing-yu③,HUANG Tao①(①Southwest Jiaotong University School of Environmental Science & Engineering,Chengdu 610031,China;②Shanghai University of Engineering Science,College of Urban Railway Transportation,Shanghai 201620,China;③Tianjin Urban Construction Tunnel Co.,Ltd,Tianjin 300122,China);An adaptability study of gaussian equation applied to predicting ground settlements induced by shield tunneling in Tianjin[J];Science of Surveying and Mapping;2010-03
9 SHE Fang-tao1,HAN Ri-mei2,LIU Geng2,SHAO Sheng-jun1(1.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;2.Xi'an Metro Limited Company,Xi'an 710016,China);Research on Calculation Model of Settlement Trough of Xi'an Subway with Double Lines[J];Journal of Disaster Prevention and Mitigation Engineering;2011-05
10 YANG Qingyuan,MA Fenghai,HU Guodong,GUO Xunjie(College of Civil and Architectural Engineering,Dalian University,Dalian 116622,China);Improvement of Peck formula in subway construction under typical geological conditions[J];Journal of Liaoning Technical University(Natural Science);2012-02
China Proceedings of conference Full-text Database 2 Hits
1 WANG Xin~1,WANG Xiao-bo~1,WANG Yin-chang~1 (1.Institute of Urban Construction Design & Research in Shanghai,Shanghai 200125,China);Numerical simulation analysis of embankment's affect caused by super -large diameter shield tunnel's crossing[A];[C];2012
2 Hao Runxia (Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology,Baotou,Inner Mongolia 014010,China);Analysis of Over-excavated Volume and Synchronous Grouting Volume for the Shield Tunnel at Curved Section in Soft Soil Area[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
2 Zhou WenBo, Wu HuiMing;Intelligent Auxiliary Policy-Making System of Tunnel Construction by Shield Construction[J];Urban Roads Bridges & Flood Control;2004-01
3 Miao Linchang Wang Fei Lü Weihua(School of Transportation,Southeast University,Nanjing 210096,China);Ground surface settlement due to urban tunnel construction[J];Journal of Southeast University(Natural Science Edition);2008-02
4 JIANG Xin-liang, ZHAO Zhi-min(School of Civil Engineering, TianJin University, TianJin 300072, China,);Application of image method in calculating tunneling-induced soil displacement[J];Journal of Harbin Institute of Technology;2005-06
5 SHEN Peiliang1, ZHANG Haibo2, YIN Zongze2(1. Shanghai Tunnel Engineering Co. Ltd., Shanghai 200032, China; 2.Geotechnical Research Institute of Hohai Univ., Nanjing 210098, China);Ground settlement due to shield construction in Shanghai metro tunnel project[J];Journal of Hehai University (Natural Sciences );2003-05
6 ZHU Hong-gao1,ZHENG Yi-feng2,YANG Bin3(1.Geotechnical Research Institute of Hohai University,Nanjing 210098,China;2.Shanghai Tunnel Engineering Co.,Ltd.,Shanghai 200020,China;3.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China);Analysis of surface settlement induced by DOT shield tunnel[J];Journal of Hohai University(Natural Sciences);2007-02
7 SHI Jie-hong,ZHONG Mao-hua,HE Li, SHI Cong-ling, FU Tai-ran ( China Academy of Safety Science and Technology, Beijing 100029, China);Numerical simulation of ground sedimentation caused by double-tube parallel tunnels shielding constructed[J];Journal of Safety Science and Technology;2006-03
8 ZHANG Zhi-qiang,HE Chuan,SHE Cai-gao(1.School of Civil Engineering,Southwest Jiaotong University, Chengdu 610031, China ;2. Nanjing Metro Co., Ltd, Nanjing 210024, China);Three Dimensional Finite Element Modeling of Excavation and Advancement Processes of Shield Tunnel Construction in Nanjing Metro[J];Journal of The China Railway Society;2005-01
9 Ding Wenqi;Yang Linde; Zhu Hehua(Department of Geotechnical Engineering, Tongji University, Shanghai, 200092);Simulation of the Material Behavior in Shield Tunnel Construction[J];Journal of Tongji University;1999-04
10 SUN Jun 1,2 , LIU Hong-zhou 3 (1.Shanghai Urban Construction Group,Shanghai 200070,China; 2.Department of Geotechnical Engineering,Tongji University, Shanghai 200092,China;3.Zhongjiao Institute of Highway Planning and Design,Beijing 100010,China);3-D Numerical Simulation of Ground Surface Settlement under Overlapped Shield Tunneling[J];Journal of Tongji University;2002-04
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