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Stress Measurement of Steel Centering of Tunnel in Loess and Analysis of Finite Element

LI De-wu~1,LI Pei-tian~1,GAO Feng~1,ZHAO Shu-xue~2(1.Lanzhou Jiaotong University, Lanzhou 730070, China; 2.Gansu Provinceial Ttraffic Planning andDesign Institute, Lanzhou 730030, China)  
The displacement of the steel centering in the preliminary lining of the enormus cross-section of a tunnel in loess is measured with a dial gauge in situ and the stress of the steel centering is calculated. Meanwhile,a regressive analysis is made on the convergence measurement of the tunnel.The state of stress of surrounding rock and tunnel lining under different comstruction stages of the tunnel are analyzed with the two-dimensional elasto-plastic finite element method, the runnel lining is examined and the designing parameters of the tunnel are suggested.
【Fund】: 兰州交通大学“青蓝”人才工程基金资助计划资助;; 甘肃省科技攻关计划项目(GS993-B52-047)
【CateGory Index】: U452
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【References】
Chinese Journal Full-text Database 4 Hits
1 SHEN Cai-hua~(1,2),Tong Li-yuan~1(1.Transportation College,Southeast University,Nanjing,Jiangsu 210096,China;2.College of Traffic,Hohai University,Nanjing,Jiangsu 210098,China);Discussion on Forecasting the Stability of Steel Arch Frame with Large-span Road-tunnel[J];Construction Technology;2006-S2
2 Shen Caihua1,2 Tong Liyuan1(1.Southeast University,Nanjing 210096,China;2.Hohai University,Nanjing 210098,China);Discussions on predicting the stability of flexible shotcrete and steel arch frame support for tunnels[J];China Civil Engineering Journal;2007-03
3 TAN Zhong-sheng1,YU Yu2,WANG Ming-nian3,WANG Meng-shu1 (1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. Second Survey and Design Institute of China Railway, Chengdu 610031, China; 3. School of Civil Engineering, Xinan Jiaotong University, Chengdu 610031, China);Comparative tests on section steel and steel grid for loess tunnels with large section[J];Chinese Journal of Geotechnical Engineering;2009-04
4 CHEN Jian-xun1,2,JIANG Jiu-chun3,LUO Yan-bin1,2,WANG Meng-shu1(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang'an University,Xi'an 710064,Shaanxi,China;3.China Railway First Survey and Design Institute Group Ltd,Xi'an 710043,Shaanxi,China);Mechanics Characteristic Analysis of Support Structure of Loess Tunnel Entrance[J];China Journal of Highway and Transport;2008-05
【Citations】
Chinese Journal Full-text Database 3 Hits
1 Ling Ronghua; Han Beichuan; Qu Yongxin(Institute of Geology, Academia Sinica, Beijing 100029);EXCAVATION EFFECT OF LARGE-SPAN DEEP BURIED LOESS TUNNEL[J];JOURNAL OF ENGINEERING GEOLOGY;1996-03
2 LI De wu, GAO Feng (Scientific Research Dept.,Lanzhou Railway Institute,Lanzhou 730070,China);Effects of Inverted Arch of Tunnels on the Attenuation of Traffic Vibration[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;1999-04
3 Zhao Zhanchang Xie Yongli Yang Xiaohua Li Youyun (Highway Institute of Chang'an University, Xi'an 710064);Ground pressure measurement and analysis for highway tunnels located in loess[J];Modern Tunnelling Technology;2003-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Ji yuan ZHANG Zhi yong XING Zhong xing (Wuhan University of Hydraulic and Electric Engineering,Wuhan 430072,China);Multi-model Biot consolidation finite element method analysis[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-01
2 ZHANG Fan,CAO Zhen,HUANG Chong(Engineering Institute of PLA University of Science and Technology,Nanjing210007,China);The nonlinear analysis of FEM on axial nail forces under piled bridge abutment[J];Building Science Research of Sichuan;2003-03
3 LU Shi-hua;Research on Rheological Effect of Combined Foundations on Soft Soil Foundations[J];Journal of Anhui Vocational & Technical College;2009-02
4 GOU Zengyu et al.;The Nonlinear Rheological Constitutive Model and Parameters of High Moisture Q2 Loess[J];Underground Space;2001-02
5 JIANG Wei et el.;Summary of Calculative Methods for Underground Construction[J];Underground Space;2002-03
6 ZHU He hua et al(12);FEA on Feasibility of the Supporting by Enclosing Piles with Pre-stressed Anchor[J];Underground Space;2003-01
7 GENG Da xin et al.;Mechanical Properties and Numerical Simulation of Sandwich Rock[J];Underground Space;2003-04
8 BI Ji-hong et al;Analysis on Pressure of Surrounding Rock of Tunnel with Different Shapes[J];Underground Space;2004-01
9 SHI Jin-Feng , ZHANG Ying-Long (Northwestern Polytechnical University, Shanxi Xi'an 710072, China);FEM Analysis of Rock Stability on Super Section Tunnel[J];;2005-02
10 HUANG Tian-li~1 , LOU Meng-lin~1 , ZENG Xian-ming~2 (1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; 2. The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[J];;2005-04
China Proceedings of conference Full-text Database 9 Hits
1 HUANG Tian-li, LOU Meng-lin, ZENG Xian-ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[A];[C];2005
2 QI Zu-fang~1 TANG Zhong-min~2 JIANG Qing-hui~1 WEI Wei~1 PAN Shao-hua~1 (1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China; 2. Chengdu Hydroelectric Investigation and Design Institute, China Hydropower Consulting Group, Chengdu, Sichuan 610072, China);Finite element simulation of excavation and support of abutment slope at Dagangshan Hydropower Project[A];[C];2008
3 ZHOU Tai-quan HUA Yuan (School of Environmental and Civil Engineering, Jiangnan University, Wuxi 214122, China);Stability analysis of layered cutting slope soil nailing support structure based on strength reduction method[A];[C];2008
4 Fang Yingguang (Guangdong University of Technology Guangzhou 510090) Chen Youwen (South China University of Technology Guangzhou 510641) Huang Wenxing (Guangzhou Baiyun Institute of Architectural Design Guangzhou 510500);ANALYSIS FOR VISCO-ELASTIC STRESS AND DEFORMATION OF SURROUNDING ROCK OF TWO ADJACENT SHALLOW CIRCULAR TUNNELS UNDER GROUND LOAD[A];[C];1998
5 Liu Gang (College of Architecture and Civil Engineering, Chinese University of Mining and Technology, Xuzhou 221008 China);DISCUSIONS ON EVALUATION METHODS FOR THE SURROUNDING ROCK STABILITY OF UNDERGROUND ENGINEERING[A];[C];2006
6 Jia Ming-hui~1 Ding Wen-qi~1 Lin Jie-bao~2 Zhao Hui-xiong~1 Li Zhi-gang~1 (1 Key Laboratory of Geotechnical Engineering of Ministry of Education;Department of Geotechnical Engineering,Tongji University,Shanghai 200092 P..R.China 2 Shanghai Municipal Engineering Design General Institute Shanghai 200092 P.R.China);Application of Back analysis theory in monitoring measurement[A];[C];2007
7 Sun Jun Li Yongsheng (Tongji University);Rheological Mechanics of Rock and Its Applications in Engineering[A];[C];1989
8 GAO Cheng-lei,ZHU Yong-quan (School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China);Sensitivity analysis of parameters of cavern-pile method for shallow buried underground excavated tunnels[A];[C];2007
9 QI Yong-zheng (Institute of Civil Engineering,Nanjing Hydraulic Research Institute,Nanjing 210024,China);Three-dimension numerical simulation and analysis of interaction of foundation-subsoil and superstructure[A];[C];2007
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 TAN Xiao-hui (Department of Resources and Environment Sciences, Hefei University of Technology, Hefei 230009, China);RELIABILITY CALCULATION AND SENSITIVITY ANALYSIS OF A PLANE SLIDING SHOPE[J];Geology of Anhui;2001-01
2 JIANG Shu-ping , HUANG Lun-hai , HU Xue-bin(Chongqing Institute of Research and Design of communication, Chongqing 400067, China);Design and Study of Highway Tunnel with Super-large Cross Section[J];;2005-01
3 ZHOU Sheng-guo 1 , HUANG Lun-hai 2 , JIANG Shu-ping 2 , LIU Xin-rong 3 (1.Department of Structure Engineering, Chongqing Jiaotong University,Chongqing 400074,China; 2.Chongqing Highway Institute of Communications Ministry. Chongqing 400067,China; 3. College of Civil Engineering,Chongqing University, Chongqing 400045,China);Study on the Reasonable Construction Method for a Loess Double-arch Highway Tunnel[J];;2005-02
4 QU Hai-feng1,ZHU He-hua1,2,HUANG Cheng-zao3,YAN Zong-xue3,CAI Yong-chang1,2,DING Wen-qi1,2(1.Department of Geotechnical Engineering of Tongji University,Shanghai 200092,P.R.China;2.Key Laboratory of Geotechnical Engineering of Tongji University,Shanghai 200092,P.R.China;3.Guangzhou Zhujiang Huangpu Bridge Construction Co.Ltd.,Guangzhou 510735,P.R.,China);Study on Selection of Section-steel and Grid-steel in Primary Support System of Tunnel[J];Chinese Journal of Underground Space and Engineering;2007-02
5 WANG Liang , LIU Yuan-xue(Dept of Civil Engineering, Logistic Engineering University, Chongqing 400041, China);FEM Simulation of Tunnel Excavation of Soft and Weak Wall Rocks[J];Journal of Chongqing Institute of Technology;2005-08
6 XIAO Lin-ping,LI Yong-shu,ZHAO Yu-guang(School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China);Discussion on the Calculation and Analytic Method of the Surrounding Rock of Tunnel on the Finite Element Method[J];Surveying and Mapping of Geology and Mineral Resources;2008-02
7 Wang Laigui Huang Runqiu (Institute of Engineering Geology,Chengdu University of Technology,Chengdu 610059);RESEARCH ON THE UNSTABILITY CONTROL FACTOR OF THE SLOPE DEFORMATION SYSTEM[J];JOURNAL OF GEOLOGICAL HAZARDS AND ENVERONMENT PRESERVATION;1997-02
8 ;Displacement Method of Stability and Safety Analysis for Surrounding R ock of Tunnels[J];Mining Safety & Environmental Protection;2001-05
9 JIN Xiao-guanga,LI Xiao-hongb(a.College of Civil Engineering;b.Key Laboratory for the Exploitation of Southwestern Resources and the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400030,China);Numerical Modeling of Three-dimension Stress Field in Deep Tunnel of High Geo-stress Area[J];Journal of Chongqing University(Natural Science Edition);2007-06
10 CHI Chun-sheng1,2,SONG Zhan-ping2,3 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.China Railway 13TH Bureau Group Co.LTD.,Changchun,Jilin 130033,China;3.College of Civil Engineering,Xi′an Scientific and Technical University of Architecture,Xi′an,Shaanxi 710055,China);Discussion on Construction Method about Shallow Soil Tunnel With Big Cross Section in Severely Cold Region[J];Journal of Water Resources and Architectural Engineering;2008-03
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 ZHAN Hong-yue,WANG Qi-cai (College of Civil Engineering,Lanzhou Jiaotong University,Lanzhou,Gansu 730070,China);Research on Deformation Damage in Shallow Buried and Unsymmetrical Loading Loess Tunnel's Port and Remedial Measures[J];Journal of Water Resources and Architectural Engineering;2009-04
2 TAN Zhong-sheng1,YU Yu2,WANG Ming-nian3,WANG Meng-shu1 (1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. Second Survey and Design Institute of China Railway, Chengdu 610031, China; 3. School of Civil Engineering, Xinan Jiaotong University, Chengdu 610031, China);Comparative tests on section steel and steel grid for loess tunnels with large section[J];Chinese Journal of Geotechnical Engineering;2009-04
3 ZHAO Wen-jun Shaanxi Mechanized Constrution Corporation,Xi'an 710032,Shaanxi,China;Construction Technology for Shallowly-buried Bias Part of Tunnel Adit[J];Road Machinery & Construction Mechanization;2009-04
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Li Dewu(Institute of Engineering Structure, Lanzhou Railway Institute, Lanzhou 730070);An analysis of dynamic response of tunnel lining to train vibrations[J];Journal of Lanzhou Railway Institute;1997-04
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