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《Chinese Journal of Underground Space and Engineering》 2007-03
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Influence of Construction Method of the Twin Tunnel on Slope Stability

LI Xin-xing,ZHU He-hua,CAI Yong-chang,DING Wen-qi(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)  
Taking Madihe twin tunnel as an example,a 3D nonlinear FEM simulation on the dynamic excavating procedure is processed.An analysis on safety factor of slope by two different construction methods,through strength reduction method is presented.The results show that the excavation has great effect on the safety factor.During the excavation,the safety factor is reduced gradually and finally it tends to be stable.For unsymmetrical loaded twin tunnel,it is beneficial to slope and tunnel by excavating the hole near the outside of slope firstly.The reason of slope unstability is studied.It suggests to intensify observation and take certain reinforcing measures.The results have important guiding significance for tunnel construction.
【Fund】: 西部交通建设科技项目(200231800022 200331849018);; 上海市重点学科(岩土工程)资助
【CateGory Index】: U455.4
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【References】
Chinese Journal Full-text Database 2 Hits
1 ZHOU Dingheng1,CAO Liqiao2,YANG Hongwei3,SHI Zhan4,MA Yongfeng5 (1. Technical University of Munch,Munich 81245,Germany;2. China Railway Fourth Survey and Design Institute Co.,Ltd., Wuhan,Hubei 430063,China;3. Shanghai Municipal Engineering Design General Institute,Shanghai 200092,China; 4. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;5. East China Survey and Design Institute of China National Petroleum Co.,Ltd.,Qingdao,Shandong 266071,China);IN-SITU MONITORING AND ANALYSIS OF 3D SLOPE DEFORMATION IN TWIN-ARCH TUNNEL[J];Chinese Journal of Rock Mechanics and Engineering;2010-S2
2 FU Lilong1,YANG Junsheng1,HUANG Dacheng1,2(1.School of Civil and Architecture,Central South University,Changsha,Hunan 410075,China;2.Hunan Changji Expressway Construction & Development Company,Changde,Hunan 415003,China);The Instability Analysis of Stratofabric Rock Slope Caused by Construction of Multi-arch Tunnel[J];Highway Engineering;2008-06
【Citations】
Chinese Journal Full-text Database 6 Hits
1 LUAN Maotian1,2, WU Yajun1,2, NIAN Tingkai1,2 (1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; f Technology, Dalian 116024, China);A Criterion for Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM[J];Journal of Seismology;2003-03
2 ZHU He-hua,LI Xin-xing,CAI Yong-chang,DING Wen-qi(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);3D Nonlinear FEM Analysis on the Stability of the Slope at Tunnel Face during the Construction of the Twin Tunnels[J];Journal of Highway and Transportation Research and Development;2005-S1
3 Zheng Yingren,Zhao Shangyi(Department of Civil Engineering,Logistical Engineering University,Chongqing 400041 China);APPLICATION OF STRENGTH REDUCTION FEM IN SOIL AND ROCK SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2004-19
4 LIAN Zhen ying,HAN Guo cheng,KONG Xian jing (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China);Stability analysis of excavation by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2001-04
5 ZHAO Shang yi,ZHENG Ying ren,SHI Wei min,WANG Jing lin (Logistical Engineering University, Chongqing 400041,China);Analysis on safety factor of slope by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2002-03
6 Shen Fengsheng Ji Chunlou Li Bin Guo Chaowen (Yellow River Conservancy Commission,Zhengzhou,450003);Stability analysis of south intake high slope of Xiaolangdi project during completion of construction[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1998-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 XIE Tao,JIANG Ze-zhong (College of Civil Engineering,Southwest Jiaotong University,Chengdu610031,China);Multi-model evaluation of slope stability[J];Building Science Research of Sichuan;2004-02
2 YANG You-fa~(1,2),WANG Yi-gong~1(1.Faculty of Civil Engineering, Chongqing University,Chongqing400044,China;&the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing400044,China);The influence of excavating slope to building at the bottom of the slope[J];Building Science Research of Sichuan;2004-03
3 YANG Tao,ZHOU Depei,LUO Yangming(Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China);Displacement criterion of determination of slope slip surface by FLAC~(3D)[J];Sichuan Building Science;2006-05
4 DONG Pu1,LIU Jinlong2,LI Lianghui3(1.Civil Engineering Dept.,Huizhou University,Huizhou 516015,China;2.Department of Building Engineering,Hefei University,Hefei 230022,China;3.Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028,China);Feasibility of strength reduction FEM used in slope stability analysis[J];Sichuan Building Science;2009-02
5 XIONG Jing,ZHANG Jianhai(School of Hydaulic Eng.,Sichuan Univ.,Chengdu 610065,China);Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam[J];Sichuan Building Science;2009-04
6 HE Jianping,WANG Xinwen(Luoyang Institute of Science and Technology,Luoyang 471023,China);Sewage treatment plant slope simulation and analysis[J];Sichuan Building Science;2009-04
7 JIANG Lixin ( Hunan Polytechnic University,Zhuzhou 412008,China);Analysis in the elements influencing safety factor of slope stability[J];Sichuan Building Science;2010-05
8 ZHANG Lei,CEN Guoping,GU Qiangkang(Engineering College,Air Force Engineering University,Xi'an 710038,China);Strength reduction method for stability analysis of high fill rock foundation with cave in karst area[J];Sichuan Building Science;2011-04
9 HU Jianping1,LIU Yalian1,ZHOU Cuiying2(1.Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China; 2.School of Engineering Research Center for Geotechnical Engineering & Information Technology,Sun Yat-sen University,Guangzhou 510275,China);The cusp catastrophe model of the instability of earth-rock dam and critical conditions[J];Sichuan Building Science;2011-05
10 ZHOU Zi-bin,ZHANG Qing,WU Feng(School of Engineering of Hehai University,Nanjing,210098,China);MIXED ANALYSIS ON SLOP STABILITY BY FINITE ELEMENTS AND GENERAL LIMIT EQUILIBRIUM METHOD[J];Journal of Anhui Institute of Architecture;2003-03
China Proceedings of conference Full-text Database 10 Hits
1 XUE Lei~1,SUN Qiang~(1,2),QIN Si-qing~1,LIU Han-dong~3,HUANG Xin~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,The Chinese Academy of Sciences,Beijing 100029,China;2.School of Resources and Earth Science,China University of Mining and Technology,Xuzhou,221116,China;3.North China University of Water Resources and Electric Power,Zhengzhou 450011,China);Scope of strength reduction for inhomogeneous slopes[A];[C];2012
2 DENG Chu-jian~1,TANG Xiao-song~1,ZHENG Ying-ren~1,WU Xiang-chao~2 (1.Logistical Engineering University,Chongqing,400041,China; 2.Chongqing Rock Center of Yangtze River Scientific Research Institute,ChongQing,400014,China );Numerical analysis of the plate loading test[A];[C];2007
3 ZHOU Gui-yun,LI Tong-chun (College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Adaptive local mesh refinement method for slope stability analysis[A];[C];2007
4 LIU Yuan-xue~(1,2),XIE Feng~3,JIANG Shu-ping~1,ZHOU Jia-wu~1,CHEN Chen~1 (1.Department of Architecture and Civil Engineering,Logistical Engineering University,Chongqing 400041,China; 2.Chongqing Communications Research & Design Institute,Chongqing 400067,China);Numerical analysis of the shed-tunnel structrue on the tunnel shape optimizing[A];[C];2007
5 XU Ming-yi,ZHEN Hui-feng,WU Yu-sheng,CHEN Shen-hong (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[A];[C];2007
6 PAN Jian,ZHU Jiao-li,CHEN Hong-bing (College of Architecture and Civil Engineering,South China University of Technology,Guangzhou 510640,China);A repairing method for a clay landslide in Shaoguan of Guangdong Province[A];[C];2007
7 YIN Xi-jie,YAN E-chuan,SUN Zhao-lai (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);Slip surface ascertaining and stability analyzing of the countertendency shale slope[A];[C];2007
8 ZHANG Yu-cheng~1,YANG Guang-Hua~(1,2),HU Hai-ying~(1,3),ZHANG You-xiang~1 (1.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China;2.Guangdong Research Institute of Resources and Hydropower, Guangzhou 510610,China;3.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Stability study of embankment or dam with back berm on soft soil foundation[A];[C];2007
9 WU Chun-qiu,XIAO Da-ping (Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China);Stability analysis of embankment on composite subgrade[A];[C];2007
10 YANG Guang-hua~[1,2],ZHANG Yu-cheng~[1,2,3],ZHANG You-xiang~[2] (1.Guangdong Research Institute of Resource and Hydropower,Guangzhou 510610; 2.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072 3.The Third Chinese Bureau of Construction Wuhan 430070;);varible modulus elatic-plastic strength reduction method and the application in the slope stability analysis[A];[C];2008
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Cheng hua 1,2 ,XIA Xu yong 2 (1.Dept. of Hydraulic Engineering,School of Civil & Hydraulic Engineering,Tsinghua University,Beijing 100084,China; 2.Dept. of Civil Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,Chi;State-of-the-art:methods for searching critical slip surface in slope stability analysis[J];Building Science Research of Sichuan;2002-03
2 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
3 ZHAO Shangyi et at.;FEM for Analysis of Slope Stability[J];Underground Space;2001-S1
4 HUANG Jun1,WANG Xiao-xing2,LIU Xuezeng2,DING Wen-qi2(1.Jiangxi Communication Design Institute,Nanchang 330002,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Optimization Analysis of Construction Scheme for Twin Tunnel Under Slope[J];Chinese Journal of Underground Space and Engineering;2007-02
5 ZHANG Yan-jun College of Construction Engineering, Jilin University,Changchun130026,China;The Study of the Analysis Method of Seepage Coupled Deformation in Slope and Its Application[J];Journal of Jilin University(Earth Science Edition);2006-01
6 LUAN Maotian1,2, WU Yajun1,2, NIAN Tingkai1,2 (1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; f Technology, Dalian 116024, China);A Criterion for Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM[J];Journal of Seismology;2003-03
7 HUANG Runqiu XIAO Huabo (State Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059);DEFORMATION MECHANISM AND STABILITY STUDY ON SYSTEM OF SURROUNDING ROCK AND SLOPE OF SHALLOW DOUBLE-ARCH TUNNEL[J];Journal of Engineering Geology;2008-05
8 Zheng Yingren, Zhao Shangyi (Logistical Engineering University, Chongqing 400041,China)[;Slope Stability Analysis by Strength Reduction FEM[J];Engineering Science;2002-10
9 JIA Ming-hui1,WANG Min1,DING Wen-qi2,HUANG Qing2(1.China Highway Engineering Consulting Group Company LTD.,Beijing 100089,China;2.Key Laboratory for Geotechnical and Underground Engineering of Ministry of Education,Tongji University,China);A Study on Influences of Different Excavating Sequences on Stability of Tunnel Slope[J];Highway;2007-10
10 ZHU He-hua,LI Xin-xing,CAI Yong-chang,DING Wen-qi(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);3D Nonlinear FEM Analysis on the Stability of the Slope at Tunnel Face during the Construction of the Twin Tunnels[J];Journal of Highway and Transportation Research and Development;2005-S1
【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 Mao Xu(Guizhou Expressway Development Corporation,Guiyang,Guizhou 550004,China);Prediction Analysis of Slope Stability in Tunnel Portal Construction[J];Construction Technology;2011-23
2 LI Hong-jun1,SHAO Long-tan2 (1.China Institute of Water Resources and Hydropower Rosearch,Beijing 100044,China;2.Dalian University of Technology,Dalian 116024,China);Application of Three-Dimensional Finite Element Method Limit Equilibrium Method for Slope Stability Analysis[J];Journal of Railway Engineering Society;2011-05
3 ZHONG Hao (Hunan Provincial Communications Planning,Survey & Designe Institute,Changsha,Hunan 410008,China);Dynamic Analysis on Influence of Tunnel Excavation on Slope Stability Based on FLAC~(3D)[J];Highway Engineering;2010-04
4 WANG Mingming(Hunan Provincial Design Institute of Communications,Changsha,Hunan,410008,China);The treatment technology for front slope cracking and unsymmetrical pressure of tunnel[J];Highway Engineering;2011-04
5 PENG Kui1,HAO Yaofei2,QIU Haohao1(1.Guizhou Security Traffic Engineering Quality Monitoring Detection Center Limited Liability Company,Guiyang,Guizhou 50000,Chian;2.JiangSu Transportation Institute,Nanjing,Jiangsu 211112,China);Effects of Joints Stiffness on Seismic Exploration Excitation[J];Highway Engineering;2013-03
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LUAN Maotian1,2, WU Yajun1,2, NIAN Tingkai1,2 (1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; f Technology, Dalian 116024, China);A Criterion for Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM[J];Journal of Seismology;2003-03
2 ZHANG Lu yu 1, ZHENG Ying ren 1, ZHAO Shang yi 1, SHI Wei ming 1 (1 Logistical Engineering University, Chongqing 400041,China);The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability[J];Journal of Hydraulic Engineering;2003-01
3 Zhao Shangyi1, Zheng Yingren1, Deng Weidong2 (1Department of Civil Engineering,Logistical Engineering University, Chongqing 400041 China) (2Chongqing Research Institute of Highway Science,The Ministry of Communications, Chongqing 400067 China);STABILITY ANALYSIS ON JOINTED ROCK SLOPE BY STRENGTH REDUCTION FEM[J];Chinese Journal of Rock Mechanics and Engineering;2003-02
4 Zheng Yingren1,Zhao Shangyi1,Deng Weidong2 (1Logistical Engineering University, Chongqing 400041 China) (2Chongqing Highway Science Research Institute, Chongqing 400067 China);NUMERICAL SIMULATION ON FAILURE MECHANISM OF ROCK SLOPE BY STRENGTH REDUCTION FEM[J];Chinese Journal of Rock Mechanics and Engineering;2003-12
5 Zheng Yingren,Zhao Shangyi(Department of Civil Engineering,Logistical Engineering University,Chongqing 400041 China);APPLICATION OF STRENGTH REDUCTION FEM IN SOIL AND ROCK SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2004-19
6 LIAN Zhen ying,HAN Guo cheng,KONG Xian jing (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,Dalian 116024,China);Stability analysis of excavation by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2001-04
7 ZHAO Shang yi,ZHENG Ying ren,SHI Wei min,WANG Jing lin (Logistical Engineering University, Chongqing 400041,China);Analysis on safety factor of slope by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2002-03
8 ZHANG Lu yu,SHI Wei min,ZHENG Ying ren (Logistical Engineering University, ChongQing 400041,China);The slope stability analysis by FEM under the plane strain condition[J];Chinese Jounal of Geotechnical Engineering;2002-04
9 ZHENG Hong 1,2 ,LI Chun guang 2,Lee C.F. 3,GE Xiu run 2 (1.China Three Gorges University,Yichang 443002,China;2.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071,China;3.Department of Civil Engineering,The Univers;Finite element method for solving the factor of safety[J];Chinese Jounal of Geotechnical Engineering;2002-05
10 Shen Fengsheng Ji Chunlou Li Bin Guo Chaowen (Yellow River Conservancy Commission,Zhengzhou,450003);Stability analysis of south intake high slope of Xiaolangdi project during completion of construction[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1998-02
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