Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Engineering and Engineering Vibration》 2004-04
Add to Favorite Get Latest Update

Numerical simulation of shield tunnel under ground motion taking account of anisotropy of layered soil

Zhu Yanzhi, Zhong Zheng (Department of Engineering Mechanics and Technology, Tongji University, Shanghai 200092, China)  
The anisotropic elastic-plastic model of layered soil is established to analyse the seismic responses of shield tunnel systems in layered soil. The doubly asymptotic multi-directional transmitting boundary for transversely isotropic medium is formed. Based on anisotropic elastic-plastic model of layered soil, the dynamic FEM program of layered, transversely isotropic soil-structure dynamic interaction is developed according to the characteristic of earthquake-resistant design for shield tunnel. To simulate shield tunnel with FEM, various stress-strain models and element models are adopted in the program. The seismic response analysis of the district tunnel of Metro Line No.2 in Shanghai is carried out using the developed FEM program. From analysis results it is shown that the dynamic FEM model of layered, transversely isotropic soil-structure is feasible and applicable. And the results show that it is necessary to take account of anisotropy of layered soil effect in the seismic analysis of shield tunnel system in layered soil.
【Fund】: 国家自然科学基金项目(10072041);; 国家杰出青年科学基金项目(10125209);; 上海市重点学科基金项目;; 高等学校优秀青年教师教学科研奖励计划项目
【CateGory Index】: U451
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 2 Hits
1 Zhu Yanzhi(Department of Geotechnical Engineering, Tongji University Shanghai 200092) Wang Junlin(College of Environmental & Hydraulic Engineering, Zhengzhou Universi ty Zhengzhou 450003);NUMERICAL SIMULATION OF ELASTOPLASTIC SEISMIC RESPONSE FOR COMPOSITE FOUNDATION TAKING ACCOUNT OF ANISOTROPY[J];Industrial Construction;2005-06
2 LIU Yan-jun,GU Jun,DING Xiang-dong(Department of Construction Engineering of Hohai University,Jiangsu Nanjing 210091,China);Nonlinear Seismic Response Analysis of Subway Tunnels[J];Journal of Yancheng Institute of Technology(Natural Science Edition);2007-01
China Proceedings of conference Full-text Database 1 Hits
1 Gu Jun Zou Dingnan Tang Chungang Lu Nianchen;Seismic ResponseAnalysis of Subway Tunnels[A];[C];2009
Chinese Journal Full-text Database 1 Hits
1 Feng Ziliang (Tongji University, Shanghai);On the Determination of the Load Caused by Excavating Opening[J];Chinese Jounal of Geotechnical Engineering;1991-03
Chinese Journal Full-text Database 10 Hits
1 Wang Yanli1,2,Hu Yong3(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.Huzhou Vocational Technology College,Huzhou 313000,China);Dynamic Triaxial Testing Study on Dynamic Characteristics of Saturated Sands[J];Chinese Journal of Underground Space and Engineering;2010-02
2 GUO Xiao-dong1,TIAN Jie2,WANG Wei2,WANG Zhi-tao1,MA Dong-hui1(1.College of Architecture and Urban Planning,Beijing University of Technology,Beijing 100124,China; 2.College of Architecture Civil Engineering,Beijing University of Technology,Beijing 100124,China);Method for Building Settlements Prediction Due to Earthquake Liquefaction Based on GA-SVR[J];Journal of Beijing University of Technology;2011-06
3 Xie Yongtao, Zhang Hongru (School of Civil Eengineering and Architecture, Northern Jiaotong University, Beijing 100044);A DYNAMIC BEHAVIOR MODEL FOR SATURATED SAND WITH DIFFERENT STRESS PATHS[J];Dam Observation and Geotechnical Tests;2001-01
4 DU Guo lin WEI Qing hai XUE Zhong xin (Seismological Bureau of Heilongjiang Province, Heilongjiang Harbin , 150090) LIANG Hui (Seismological Bureau of Harbin city, Heilongjiang Harbin , 150081);ASSESSMENT OF SAND LIQUEFACTION AND ANTI-LIQUEFACTIAN MEASURES ABOUT HIGH-TECH DEVELOPING AREA IN HARBIN[J];Seismological Research of Northeast China;2001-01
5 ZHANG Shi hai, LIU Xiao yan, OU Jin ping,WANG Guang yuan(Harbin Institute of Technology, Harbin 150090, China);Assessment index and intelligent optimum form-selection method for aseismic foundations of high-rise buildings[J];Earthquake Engineering and Engineering Vibration;2002-04
6 LI-Zhong,CHEN Gui-ping,XIONG Xiao-hua(Southwest Electric Power Design Institute,Chengdu 610021,China);An Analysis Method of Foundation Shockpro of Design on CLP Power Plant in Indonesia[J];Electric Power Survey & Design;2006-03
7 LIU Yi jian 1,LIU Yong jian 2 (1.407 Brigade of Geo technical Investigation Bureau of Hunan Province,Huaihua 418000,China; 2.Guangdong Industrial University,Guangzhou 510500,China);NEW METHOD OF STUDY ON PREDICTION OF BUILDING SETTLEMENTS DUE TO EARTHQUAKE LIQUEFACTION[J];Journal of Geological Hazards and Environment Preservation;2002-03
8 Liu Yongjian (Guangdong Polytechnic University,Guangzhou 510500,China);The Application of Principle of Artificail Neural Networks to Prediction of Building Settlements due to Earthquake Liquefaction[J];Journal of Seismological Research;2001-03
9 XIAO Dong-sheng1,2,HUANG Ding-fa1,ZHAO Yong3, XIANG Xia4,LIU Fu-zheng2,JIA Hong-liang2,DAI Xiao-jun2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China) (2.School of Civil Engineering and Architecture,Southwest Petrol University,Chengdu 610000,Sichuan,China) (3.MCC Chenggong Construction Co.,Ltd.,Chengdu 610000,Sichuan,China) (4.College of Water Resource & Hydropower,Sichuan University,Chengdu 610065,Sichuan,China);Vague Set-based Building Earthquake Collapse Ratio[J];Journal of Seismological Research;2009-01
10 Zhan Chenxi( Fuzhou Architectural Designing Institute);The Characteristics of Shear Wave Velocity of Soil Horizon in Fuzhou[J];Fujian Architecture & Construction;2004-01
China Proceedings of conference Full-text Database 3 Hits
1 ZHANG Yongxing,CHEN Lin,Chen Jiangong(College of Civil Engineering,Chongqing University,Chongqing 400045,China);Seismic Active Earth Pressure and Lateral Coefficient of Retaining Wall[A];[C];2009
2 BAI Xiao-hong (College of Architecture and Civil Engineering,Taiyuan University of Technology,Shanxi Taiyuan 030024);ENGINEERING PROPERTIES AND IMPROVEMENT OF SOME SPECIAL SOIL[A];[C];2007
3 CHENG Ya-peng, LING Xian-zhang, WANG Xuan-qing, HU Qing-li (Architectural Design and Research Institute, Harbin Institute of Technology, Harbin 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Department of Earth Sciences, Nanjing University, Nanjing 210000, China);STUDY ON FORECASTING MATHEMATICAL MODEL OF SAFETY ROOF THICKNESS OF UNDERWATER TUNNEL[A];[C];2005
Chinese Journal Full-text Database 10 Hits
1 SUN Hai tao (Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Study of finite element model of soil-shield tunnel taking account of segment joints of lining[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
2 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
3 ZHEN Yong lai;A Study on Seismic Design of Subway Tunnel in Soft Clay[J];Underground Space;2003-02
4 ZHOU Jian;Current Situation of Research on Earthquake Resistance of Subway and Underground Structures in Soft Soil[J];Underground Space;2003-02
5 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
6 LIU Xue shan;Analysis and Study of Longitudinal Earthquake Resistance of Shield Tunnel[J];Underground Space;2003-02
7 CHENG Si yuan (College of Architectural Engineering, Chongqing University, Chongqing 400044, China);The Methodology in Finite Element Method[J];Journal of Chongqing University(Social Sciences Edition);2001-04
8 Li Dahua (Institute of Engineering Mechanics, State Seismological Bureau);SUCCESSIVE COMPUTATION FORMULATION OF EARTHQUAKE RESPONSE SPECTRA[J];Earthquake Engineering and Engineering Vibration;1990-02
9 Zhu Jingqing Zhou Jian(Institute of Engineering Mechanics,State Seismological Bureau);A SEISMIC ANALYSIS METHOD OF UNDERSEA TUNNELS[J];Earthquake Engineering and Engineering Vibration;1992-02
10 Yuan Xiaoming Liao Zhenpeng(Institute of Engineering Mechanics,State Seismologica! Bureau);SERIES SOLUTION FOR SCATTERING OF PLANE SH WAVES BY A CANYON OF CIRCULAR-ARC CROSS SECTION[J];Earthquake Engineering and Engineering Vibration;1993-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ;The state of art of Seismic Response Theoretical Analysis of Underground Structures[J];Chongqing Architecture;2012-06
2 LIU Jingbo1,LIU Xiangqing1,DU Xiuli2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China);Prospects for the development in theoretical analysis and experimental study of seismic response of underground structures[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
3 JIANG XinLiang1,2,GUAN Ye1,JIAO Ying3(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratoryof Civil Engineering Structures and New Materials,Tianjin 300072,China;3.TianjinUrban Construction Investigation Co.Ltd,Tianjin 300010,China);Seismic response anlysis of Tianjin Tansportation Junction considering effect of pile and soil[J];Journal of Earthquake Engineering and Engineering Vibration;2008-05
4 Lv Zhen-li1,2,Chen Jian-ping1,Wu Li1(1.Faculty of Engineering,China University of Geosciences,Wuhan 430074,China;2.School of Civil Engineering,Huaqiao University,Quanzhou 362021,China);Numerical Simulation Study on Aseismatic Behaviour of Retaining Structure for Foundation Pit in Soft Soil Area[J];Earthquake Resistant Engineering and Retrofitting;2011-05
5 GUAN Tuan-ding,CUI Jie,LI Ya-dong(Earthquake Engineering Research & Test Center,Guangzhou University,Guangzhou 510405);Site topography influence on seismic performance of underground structure[J];Guangdong Highway Communications;2011-03
6 ZHUANG Haiyang 1,2,LONG Hui 1,2,CHEN Guoxing 1,2(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province,Nanjing 210009,China);Analysis of the nonlinear earthquake responses of a large complicated subway underground station[J];Journal of Earthquake Engineering and Engineering Vibration;2013-02
7 HAN Junyan,DU Xiuli,LI Liyun(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijng University of Technology,Beijing 100124,China);Study on applicability of continuum model box used in shaking table test[J];Journal of Earthquake Engineering and Engineering Vibration;2013-02
8 YAN Dan-qing1,2,WANG Jian-guo2,HU Ke3(1.Administration Bureau of Key Project Construction of Wuhu City,Wuhu 241001,China;2.School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;3.Anhui Transportation Investment Group,Hefei 230088,China);Seismic response analysis of prefabricated reinforced concrete tubular channel[J];Journal of Hefei University of Technology(Natural Science);2012-01
9 Guan Ye1,Jiang Xinliang2,Zhang Yanping1(1.Military Transportation Department,Military Transportation University,Tianjin 300161, China;2.School of Civil Engineering,Tianjin University,Tianjin 300072,China);Seismic Responds Analysis of Transportation Hub Structure Considering Soil-Structure Interaction[J];Journal of Military Transportation University;2011-09
10 DONG Xiao-liang;Settling characteristic of composite foundation strengthened subgrade under train load[J];Shanxi Architecture;2007-11
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved