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《Chinese Journal of Underground Space and Engineering》 2006-01
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Problems of the Study on Mechanism of Anchor Cable

HE Si-ming,WANG Quan-cai(Chengdu Research Institute of Environment and Disaster in Mountainous Regions Chinese Academy of Science,Chengdu 610041)  
Based on the related study of the authors,the key problems about the mechanism of anchor cable are expounded systematically: the failure shape of anchor cable,ultimate lateral resistance and ultimate pullout of bond section,loading-deformation relationship of bond section,group anchor effect,the pres-stress loss under long term loading as well as development of new grouting materials and affection of grouting pressure and so on.The correlation conclusions have been drawn,above mentioned results can serve as guide to understand the mechanism of pres-anchor rope and improve the design work.
【Fund】: 国家自然科学基金重大研究计划资助项目(90202007);; 四川省交通厅项目:框架式护面墙预应力锚索加固机理及设计优化研究
【CateGory Index】: TU452
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【References】
Chinese Journal Full-text Database 1 Hits
1 ZHENG Qi-sheng(Xiamen Institute of Geological Investigation,Xiamen 361008,China);APPLICATION OF ANSYS IN SLOPE ANCHOR-PLATE RETAINING ENGINEERING[J];Journal of Geological Hazards and Environment Preservation;2009-02
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhang Wengang, Chen Tiesheng ( The Air Force College of Engineering );A Study on Earthquake Resistance Behavior of Steel Fiber Reinforced Concrete Frame Joints[J];Journal of Building Structures;1989-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Hai-feng~1,ZHAO Bin~2(1.Qinghai Architectural Professional Technology Collgeg,Xinning 810012,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Experimental study on hysteretic characteristic of precasted concrete frame joints with steel giber high strength concrete[J];Sichuan Building Science;2006-04
2 SHI Zhe MA Ping ZHANG Xiaoke SUN Qiang Zou Dengliang Beijing Geo-engineering Company, Beijing 100039; Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029;Analysis of Prestress Losses of Anchors in Foundation Pits[J];City Geology;2006-02
3 Tang Jiuru Yan Yongcheng (Department of Civil Engineering)Zhou Oijing (Central Engineering and Researeh Institute for Nonferrous Metallurgical Industries);An Experimental Study of Bonding Characteristics of Steel Fiber Concrete(SFC) and Deformed Bars[J];Journal of Southeast University;1990-01
4 ZONG Quan-bing,XU Wei-ya (Geotechnical Research Institute,Hohai University,NanJing 210098,China);Study on the Force Analysis of Compressvely Pre-Stressed Anchorage Placed in Nonhomogeneous Stratum[J];Journal of Disaster Prevention and Mitigation Engineering;2007-04
5 ZHANG Qing1 , CHEN Ai-jiu2 , LI Zhen1 , ZHUO Jia-shou1 , SUN Xue-yi3 (1. Department of Engineering Mechanics, Hohai University, Nanjing, Jiangsu 210098, China; 2. Construction and Transportation College, North China Institute of Water Conservancy and Hydro Electric Power, Zhengzhou, He’nan 450011, China; 3. Liuzhou OVM Machinery Co., Ltd., Liuzhou, Guangxi 545005, China);ANALYSIS OF THE NEW PRESTRESSED ANCHORING CABLE BASED ON THE INTERFACE ELEMENT METHOD[J];Engineering Mechanics;2008-04
6 TANG Shu-ming~1,RAO Xiao-yu~2,ZHANG Yong-xing~2;Anchorage Invalidation Models of Highway Slope and Influencing Factors[J];Technocogy of Highway and Transport;2005-05
7 LI Yue (The college of architecture and civil engineering,Beijing University of Technology,Beijing 100022,China);The Research Progresses of Super High Strength Concrete[J];Science and Technology of Overseas Building Materials;2007-01
8 Ji Tao(Fuzhou University\ Fuzhou\ 350002) Qian Zaizi(Zhejiang University\ Hangzhou\ 310027);AN EXPERIMENTAL RESEARCH OF STEEL FIBER UNBONDED PRESTRESSED FLAB BEAM-COLUMN CONNECTIONS[J];Industrial Construction;2001-01
9 Zheng Qizhen Wei Lin(Department of Civil Engineering, Shanghai University of Science and Engineering Shanghai 200093)Tang Baohua(Shanghai Mechanized Construction Co. Shanghai 200072);EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS′ SHEAR CAPACITY[J];Industrial Construction;2004-09
10 ZHENG Qi-zhen~1,WEI Lin~2,ZHU Bin~1 (1.College of Urban Construction and Environment Engineering, University of Shanghai for Science and Technology,Shanghai 200093,China; 2.General Service Department,University of Shanghai for Science and Technology,Shanghai 200093,China);Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints[J];Journal of University of Shanghai For Science and Technology;2004-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 DING Xiu mei, HUANG Run qiu, ZANG Ya jun (College of Environment and Civil Engineering, Chengdu University of Technology, China);THREE DIMENSION SIMULATION WITH FLAC~( 3D) ON THE SUBSIDARY STRESS INDUCED BY FRAME BEAM WITH PRESTRESS CABLE[J];Journal of Chengdu University of Technology(Science & Technology Edition);2003-04
2 YIN Jian-min,AI Kai,LIU Yuan-kun,LI Yong-song(Yangtze River Scientific Research Institute,Wuhan 430010,China);Unloading Characteristic Evaluation of Xiaowan Hydropower Station's Foundation Rock Mass by Borehole Elasticity Modulus Method[J];Journal of Yangtze River Scientific Research Institute;2006-04
3 Huang Taiping , Jiang Rongmei(1. Mid-south Design & Research Institute for Hydroelectric Projects, Changsha 410014, China) (2. Longtan Hydroelectric Development Co Ltd, Nanning 530000, China);TESTS AND STUDIES OF ANCHORING PRE-STRESSING FORCE OF SIDE SLOPE OF THE INTAKE ON THE LEFT BANK OF LONGTAN HYDROPOWER STATION[J];Dam Observation and Geotechnical Tests;2004-06
4 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
5 LI Hong,GONG Bi-ning,CHEN Yan(College of water Conservancy and Hydropower Engineering,Hohai University,Nanjing,Jiangsu 210098,China);Study on Criteria for Evaluating Stability of Slope with FEM Based on Shear Strength Reduction Methods[J];Journal of Water Resources and Architectural Engineering;2007-01
6 Lu Zhanpeng Yang Wu(Shanghai Research Institute of Materials, Shanghai 200437);LIFE PREDICTION OF STRUCTURES SUFFERING LOCALIZED CORROSION[J];Corrosion & Protection;1999-05
7 WANG Lai-gui,ZHAO Na,HE Feng(Department of Mechanism and Engineering Science,Liaoning Technical University,Fuxin 123000,China);Nonlinear creep model and stability analysis of weak rock[J];Journal of Liaoning Technical University;2006-05
8 Ding Duowen;Bai Shiwei(Institute of Rock and Soil Mechanics,Academia Sinica,Wuhan 430071)Luo Guoyu(Nanjing Universiy, Nanjing 210008);ANALYSIS ON THE LOAD LOSSES OF PRESTRESSED ROCK CABLLE BOLTS[J];JOURNAL OF ENGINEERING GEOLOGY;1995-01
9 GUO Hao 1,2 ,CAI Xun 1,YANG Wu 2 (1. Shanghai Jiaotong University, Shanghai 200030,China; 2. Shanghai Research Institute of Materials, Shanghai 200437, China);Mechanisms of Stress Corrosion Cracking of Pipeline Steels and Lifetime Prediction[J];Materials For Mechanical Engineering;2002-10
10 Zhao Shangchuan\ Zhao Guofan\ Gong Jinxin(Dalian University of Technology\ Dalian\ 116024);ANALYSIS OF REMAINING SERVICE LIFE FOR CONCRETE STRUCTURES BASED ON RELIABILITY AND OPTIMIZATION THEORY[J];Industrial Construction;2002-04
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 HE Si-ming;Study on Bearing Capacity of Uplift Anchor Foundation[J];Underground Space;2002-02
2 XU Nian-feng, MU Chun-xia, WANG Li(Design Institate of Changjiang Water Resourres Commlssion, Wuhan, 430010 China);Exploration on working mechanism and calculating method of inner bonding section of prestressed cables within rock mass[J];Journal of Yangtze River Scientific Research Institute;2002-03
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