Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Technological Development of Enterprise》 2008-04
Add to Favorite Get Latest Update

The application of elastic foundation beam in the longitudinal design of shield tunnel

ZHAO Rong-gao1,LIU Ming2 (1.Zhejiang Road Port Group Co., Ltd., Wenzhou,Zhejiang 325014,China;2.School of Architecture and Civil Engineering,Central South University, Changsha,Hunan 410083, China)  
Based on the shield tunnel equivalent continuous model and elastic foundation beam theory, this paper primarily studies shield tunnel longitudinal structure deformation behavior and the state of stress, it provides some references for the longitudinal design.
【CateGory Index】: U452.2
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 6 Hits
1 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
2 YU Zhan-kui 1,2 , HUANG Hong-wei 1 , XU Ling 1 , LI Wen-ting 2 (1. Department of Geotchnical Engineering, Tongji University, Shanghai 200092 P.R.China; 2. College of civil engineering, Shanghai Normal University, Shanghai 201418 P.R.China);A Survey of the Designing Methods for Shield Tunnel in Soft Soil[J];;2005-02
3 CHEN Tao,YUAN Chuan-xu (Headquarters of Shenyang Underground, Shenyang, Liaoning 110024, China);Application of originating technique for the shield structure in 1~# line of Shenyang underground[J];Technological Development of Enterprise;2007-07
4 Wen Zhuyin Zhou Zhiyan(Shanghai Municipal Engineering Design and Research Institute 200092);Mechanical Analysis of Shield Tunnel in Longitudinal Direction[J];Special Structures;2002-02
5 ZHENG Yong-lai,HAN Wen-xing,TONG Qi-hua,YANG Liu-feng,PAN Jie(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);STUDY ON LONGITUDINAL CRACK OF SHIELD TUNNEL SEGMENT JOINT DUE TO ASYMMETRIC SETTLEMENT IN SOFT SOIL[J];Chinese Journal of Rock Mechanics and Engineering;2005-24
6 Tian Jingxue & Zhang Qinghe;Calculation of Longitudinal Rigidity of Shield Tunnels[J];China Municipal Engineering;2001-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Wenting1,WANG Rulu2,YU Zhankui2 (1.College of Civil Engineering,Shanghai Normal University,Shanghai 201418,China;2.Shanghai Metro Management Limited Company,Shanghai 200031,China);Analysis of shield tunnel in soft soil under partially even load[J];Sichuan Building Science;2008-05
2 Li Pengcheng(The Second Engineering Co.,Ltd.of CTCE Group,Suzhou 215100,China);Study on Mechanical Behavior and Deformation of Segment Lining in Shield Driven Tunnel[J];Anhui Architecture;2008-05
3 Liao Shaomin et al.;The Latest Progress in Design and Construction of Tunneling in Soft Soil by Shield[J];Underground Space;1998-S1
4 LIN Yong guo et al.(264);A Discussion of the Factors Effecting on Longitudinal Deformation of Subway Tunnel[J];Underground Space;2000-04
5 HUANG Zhong hui et al.(268);Optimization of Segment Joint Position of Shield Tunnel in Soft Ground[J];Underground Space;2000-04
6 DING Chun lin et al.;Comparison of Calculating Methods for Internal Force of Segment Lining for Metro Shield-driven Tunnel[J];Underground Space;2001-03
7 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
8 HUANG Zhong hui;Study on Loading Model of Joints at Longitudinal Seam of Lining Segments in Shield Tunnel[J];Underground Space;2003-03
9 YAN Jian-ping 2 , YANG Lin-de 2 , PENG Min 1 (1.ShangHai Urban Construction Design & Research Institute, ShangHai 200011 P.R.China; 2.Department of Geotechnical Engineering, TongJi University, ShangHai 200092 P.R.China);Study on Partial Coefficients of Loads on Tunnels in Soft Soil[J];;2005-02
10 LIN Zhi 1 , HU Xiang-dong 2 (1.The Second Railways Survey & Design Insitute, Chengdu 610031, China; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092, China);Multimedia Monitoring and Simulation System for EPB Shield Tunneling in Guangzhou 2nd Metro Line[J];;2005-02
China Proceedings of conference Full-text Database 10 Hits
1 Yuan Yong Liu Tao Liu Xian (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Investigation and evaluation of present state and serviceability of existing river-crossing tunnel[A];[C];2006
2 ;双圆盾构隧道衬砌结构设计及参数研究[A];[C];2005
3 ;隧道断面内桩基处理及盾构穿越施工技术[A];[C];2005
4 ;Φ11.58m泥水平衡盾构泥水输送系统设计[A];[C];2005
5 ;Φ1800mm土压平衡盾构掘进试验研究[A];[C];2005
6 ;改性膨润土注浆对砂砾层中盾构推进影响的研究[A];[C];2005
7 ;A FPGA Based ARINC429 Bus Interface Design[A];[C];2007
8 ;comparison of the gas standard installations[A];[C];2007
9 ;The design mentality synopsis of online mobilephone sale system[A];[C];2007
10 ;The Application Of Computer Monitoring System in Meijiang Heating[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 HUANG Hongwei[;Development and Prospect of Urban Tunnel and Underground Construction[J];Underground Space;2001-04
2 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
3 Chen Jiwei Zhan Longxi (Shanghai Institute of Geological Survey);Deformation Measuring of the Metro Tunnel and Deformation Data Analysis of Shanghai Metro Line No. 1[J];Shanghai Geology;2000-02
4 Wang Shengping Yan Gaoxiang (Survey and Design Institute of Tunnel Engineering Bureau, CREC, 471000);Analysis on earthquake-caused ground liquefying in shield-driven tunnel section from Xufuxiang Station to Nanjing Station, Nanjing metro[J];Modern Tunnelling Technology;2001-02
5 Liao Shaoming Huang Zhonghui (Geotechnical Engineering Department, Tongji University, Shanghai 200092);Discussion on Staggered Segment Lining in Shield Driven Tunnel[J];Modern Tunnelling Technology;2001-06
6 Zhu Hehua Cui Maoyu Yang Jinsong (Department of Geotechnical Engineering, Tongji University, Shanghai,200092);Design model for shield lining segments and distribution of load[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-02
7 Jiang Tong Su Liang (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai,200092);Elasto plastic stress analysis of shield tunnels under earthquake actions[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved