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《Underground Space》 2003-02
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Numerical Analysis on Deformation and Stress in Homogeneous Rock Slope Reinforced with Wholly Grouted Anchor Bar

WANG Tie long  
The homogeneous rock slope reinforced with wholly grouted anchor bar is simulated by FEM. The deformation and stress of homogeneous rock slope reinforced with wholly grouted anchor bar and axial stress of grouted anchor bar is studied and discussed. This paper puts forward a method used to ascertain sliding surface of slope and the problems in designing reinforcement of homogeneous rock slope with wholly grouted anchor bar are pointed out.
【CateGory Index】: TU452
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【References】
Chinese Journal Full-text Database 5 Hits
1 Tang Qiuyuan1,Zhao Shangyi2,Zheng Yingren2,Zhou Feng1,Shi Yi1(1.Chongqing Research & Design Institute of Sino-Coal International Engineering Group,Chongqing 400016,China;2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China);Analysis of Design and Calculation Method for the Anchors in Rock Slope[J];Chinese Journal of Underground Space and Engineering;2010-06
2 Ming Juan1,Xu Qianwei 2,3,Ma Jing1,Jin Fangfang1(1.Department of Civil Engineering,University of Shanghai for Science and Technology,Shanghai 200093,China;2.Urban Rail Transit and Railway Engineering Department,Tongji University,Shanghai 200092,China;3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Experimental Study on Progressive Failure of Vertical Rock Slope with Anchor[J];Chinese Journal of Underground Space and Engineering;2011-05
3 ZHAO Hui-de, QIAN Xiang-dong (Department of Engineering Mechanics, Hohai University, Nanjing, Jiangsu 210098, China);Application of MSC. Marc Software in Excavation of Transportation Tunnel[J];Jorunal of Water Resources and Architectural Engingeering;2004-01
4 LIU Wen - ping , ZHAO Yan - ming, ZHENG Ying - ren (Dept. of Civil Eng. , LEU, Chongqing 400041, China);The Stress and Deformation of Simulation by FEM for the Excavation of Rock Slope[J];Journal of Logistical Engineering University;2004-02
5 PENG Dian hua1, ZHAO De an1,2, CHEN Zhi min1, ZHANG Fa1(1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070; 2. School of Civil Engineering, Northwest University for Nationalities, Lanzhou 730030, China);Analysis on Stress Properties for Soil-nail-reinforced Foundation Pit[J];Soil Engineering and Foundation;2007-02
【Co-citations】
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 REN Xin jian,JIANG Ke bin,ZHANG Guang ming (Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Object-oriented APDL programme design in structure optimization[J];Building Science Research of Sichuan;2003-01
3 LIU Xing-yuan~(1,2), LIN Wen-xiu~3,ZHANG Qi-bing~3,DENG An-fu~1 (1.Chongqing University,Chongqing400045,China; 2.Logistical Engineering University,Chongqing400041,China; 3.Chongqing Architectural Science Institute,Chongqing400015,China);ANSYS analysis on stress distribution of longitudinal-cross wall under cantilever beam[J];Building Science Research of Sichuan;2004-01
4 REN Guo-liang,ZHAO Yuan-xiang,HE Ying-ming, (School of Civil Engineering,Wuhan University,Wuhan430072,China);Space work model test on multi-story manufacturing frame and imitative ANSYS 3-D model analysis[J];Building Science Research of Sichuan;2004-01
5 YANG Zhao 1,HUANG Gang2(1.Institute of Urban Construction,Wuhan University of Science and Technology,Wuhan 430065,China;2.Technical Department,China Construction Third Engineering Division,CORP.LTD,Wuhan 430064,China);Experimental study and finite element analysis on seismic behavior of masonry wall strengthened by CFRP[J];Sichuan Building Science;2010-03
6 WANG Li-tao (Dept. of Mech.Engn. , Anhui University of Technology and Science, Wuhu 241000,China);Application skills of ANSYS——a general finite element analysis software package[J];Journal of Anhui University of Technology and Science;2003-03
7 QI Zhi-gang , YE Xiao-ming , ZHANG Jun-hui (College of Civil Engineering, Chongqing University, Chongqing 400045, China);Analysis on the Effect of Abutment for Expressway on the Loading and Deformation of Natural Gas Well[J];;2005-02
8 WANG Yong , YUE Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai 200041, P.R.China);Numerical Simulation of Horizontal Brace System in Bracing Structure Combined with Underground Structure[J];;2005-04
9 YE Xiao-ming,XU Nian-chun (College of Civil Engineering,Chongqing University,Chongqing 400045,P.R.China);Finite Element Analysis on the Effect of Underground Marketplace on the Underlying Tunnel's Safety[J];Chinese Journal of Underground Space and Engineering;2006-03
10 GU Shuan-cheng~1,ZHU Bin~1,YANG Peng~(1,2)(1.School of Archi.and Civil Engineering,Xi'an Univer.of Sci.and Tech.Xi'an 710054,China;2.Xi'an Engineering Investigation & Design Research Institute of China National Nonferrous Metals Industry,Xi'an 710054,China);Nonlinear Analysis of Seismic Response of Underground Structure[J];Chinese Journal of Underground Space and Engineering;2006-05
China Proceedings of conference Full-text Database 8 Hits
1 Liu Yanping1,Zhang Liudou2 1.Key Laboratory of Condition Monitoring and Control for Power Plant Equipment of Ministry of Education,North China Electric Power University,Beijing 102206,P.R.China 2.Beijing sf-automatic Limited company,Beijing100085,P.R.China;The Modal Analysis of the Electronic Equipment Cabinet Structure[A];[C];2007
2 XU Hong-fa~1,CHENG Xue-xin~1,XI Shui-qing~2,WANG Yao-ming~3, (1.Engineering Institute of Engineering Corps,PLA University of Science & Technology,Nanjing 210007,China; 2.Jiangsu Nantong Civil Defense Bureau,Nantong 226001,China; 3.Shanghai Civil Defense Supervision and Administration Bureau,Shanghai,200020,China);A relationship model between axial force distribution function and displacement distribution function on uplift pile[A];[C];2007
3 (DENG Ai-min1,XU Dao-yuan1)(1.College of Mechanics and Materials,Hohai University,nanjing 210098,China);Research on Series Effective Fracture Criterions of Concrete Based on Nmerical Simulation[A];[C];2010
4 1 Liao Shusheng 2 Chen Dezhi 2 Zhang Liming (1 Research Institute of Nuclear Power Operation,Wuhan 430074,China 2Huazhong University of Science and Technology,Wuhan 430074,China);Finite Element Simulation of ECT for Steam Generator Tubes[A];[C];2007
5 ;Affect Analysis on Buckling Critical Pressure for Different Non-circular Section Factor[A];[C];2001
6 WANG Yong , YUE Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai 200041, P.R.China);Numerical Simulation of Horizontal Brace System in Bracing Structure Combined with Underground Structure[A];[C];2005
7 Xia Hongliang,Xu Jun University of Electronic Science and Technology of China;The Research Of Ka Band Power Amplifiers[A];[C];2007
8 Zhao Yuetang,Tian Xukun (Nanjing Engineering Institute,PLAUST,Nanjing 210007 China);NUMERICAL SIMULATION OF THE EXCAVATION AND SUPPORT OF AN UNDERGROUND CAVITY[A];[C];2005
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Zheng Yingren et al.;A Study on Calculation of the Rock Pressure of Building Slope[J];UNDERGROUND SPACE;1999-04
2 FAN Yujie(117);Research on Crack and Slip Criteria of Interface in Anchoring Mass[J];UNDERGROUND SPACE;2000-02
3 LI Ning et al.(122);Some Misunderstandings in Design and Calculation of the Projects in Underground Space[J];UNDERGROUND SPACE;2000-02
4 ZHANG Faming et al.[;Optimization for Determination of Parameters for Prestressed Cable Design[J];Underground Space;2001-04
5 SHI Weimin et at.;FEA of High Rock Slope and Its Simplified Method[J];Underground Space;2001-S1
6 CAO Guojin et al.;Supporting Mechanism and Experimental Analysis for Anchoring Technology[J];Underground Space;2002-01
7 WU De hai;Experimental Study on Rock Model of Cracked Structure Reinforced by Single Bolt[J];Underground Space;2003-02
8 GENG Da xin et al.;Mechanical Properties and Numerical Simulation of Sandwich Rock[J];Underground Space;2003-04
9 XU Ming et al.;Forecast of Bolt Bearing Capacity Using Gray System[J];Underground Space;2003-04
10 XU Qian-wei 1 , YOU Chun-an 2 , ZHU He-hua 1 (1.Department of Geotechnical engineering,Tongji University,Shanghai 200092 P.R.China; 2.School of Civil Engineering and Architecture, Shandong University of Science and Technology, Taian 271019 P.R.China);Research on 3D Numerical Simulation of Prestressed Anchor Cable and Its Anchoring Mechanism[J];;2005-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 MIAO Yuan-bing 1 , WANG Se-lan 2 , XIA Cai-chu 1 , ZHU He-hua 1(1. Tongji University, Shanghai 200092, China; 2. Shanghai Suzhou Creek Rehabilitation & Construction Co. Ltd., Shanghai 20002, China);Optimization Design of the Long Span Box Floor in Suzhou River Lock Project[J];;2005-01
2 Tang Qiuyuan1,Zhao Shangyi2,Zheng Yingren2,Zhou Feng1,Shi Yi1(1.Chongqing Research & Design Institute of Sino-Coal International Engineering Group,Chongqing 400016,China;2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China);Analysis of Design and Calculation Method for the Anchors in Rock Slope[J];Chinese Journal of Underground Space and Engineering;2010-06
3 Zheng Xinglian,Hu Shuangquan (Baoding Vocational and Technical College,Baoding 071051,China; Baoding Administration Office of Bidding for Construction,Baoding 071001,China);The Influence on the Settlement of Adjacent Building Induced by the Deep Foundation Pit Excavation[J];Journal of Baoding University;2011-03
4 TANG Qiu-yuan,SHI Yi,ZHOU Feng,YUAN Heng (Chongqing Design Institute of China Coal Science & Industry Group,Chongqing 400016,China);Application of Mixed Retaining Structure in Engineering[J];Journal of Chongqing Jiaotong University(Natural Science);2011-S1
5 DING Shi-jun,LU Xian-long(China Electric Power Research Institute,Beijing 100192,China);Loading Test of Rock Anchor Foundation for Transmission Lines[J];Electric Power Construction;2010-11
6 SUN Zhao-tao,ZHOU Zhi-guang,DU Yan-yan(Liaoning Research Institute of Non-ferrous Minerals Exploration,Shenyang 110013,China);Analysis of fengshuigou tailings dam's dynamic reaction to seismic vibration[J];Mining Engineering;2010-02
7 ZHOU Zhi-guang,SONG He-cheng,XIN Wen-shan(Survey Institute of LiaoNing Nonferrous Metals Geological Bureau,Shenyang 110013,China);Seismic Time-history Response Analysis of Dong-shan tailing dam of HuaDian mining[J];Mining Engineering;2011-01
8 ;Prospect of Construction Technology for Side Slope[J];Chongqing Architecture;2012-09
9 ;FLAC~(3D) Numerical Simulation and Analysis on Excavation and Support of Rock Slope with Extraversive Joint[J];Chongqing Architecture;2012-09
10 WANG Qingbiao①②③WANG Yigong②SUN Yanqing③QI Yinshan③(①State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan430071)(②Department of resource and civil engineering of Shandong University of Science and Technology,Tai′an271019)(③Shandong Hualian Mining Co.,Ltd.,Yiyuan256119);FEATURES OF ANCHORING FORCE LOSS IN PRE-STRESSED ANCHOR CABLE UNDER DIFFERENT LITHOLOGIES[J];Journal of Engineering Geology;2012-05
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