Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Engineering Mechanics》 2006-02
Add to Favorite Get Latest Update

NUMERICAL STUDY OF THE INFLUENCE FACTORS OF ANCHORAGE UNDER TENSION

SU Xia,*LI Zhong-kui(Department of Hydraulic Engineering,Tsinghua University,Beijing 100084,China)  
The evaluation of the ultimate tensile force is one of the most important problems for rock bolts and anchors.Rock,bond,bolt bar,and the cohesion among them influence the result.A numerical code,Rock Failure Process Analysis(RFPA),is developed and introduced.It simulates successfully the processes of some nonlinear and discontinuous mechanics problems in rock failure.Using the software,a series of numerical experiments are performed by orthogonal experimental method to check the influence of 6 main factors on the failure tensile load of the anchors.The results of numerical tests are compared with the results of physical tests and some conclusions are drawn.
【CateGory Index】: TU476
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 4 Hits
1 LI Li-hua1,2 , CHEN Lun1 , TIAN Xing-jian1 , SHAO Qing-chun3 , CHEN Guo-shuang3 (1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; 2. School of Civil Engineering , Wuhan University, Wuhan 430072, China; 3. Northeast Institute of Geography and Agroecology, Chinese Academy of Science, Changchun, 130012, China);STUDY ON DRAWING MODEL OF SLUMPING SALVAGE IN SWAMPY LAND[J];Engineering Mechanics;2009-03
2 Li Yonghong~(1,2),Peng Zhenbin~1,Yang Ming~1,Li Jun~1(1.College of Geoscience and Environment Engineering,Central South University,Changsha 410083,China;2.Institute of Geotechnical Investigation and Surveying,Shenzhen 518057,China);In-situ monitoring and numerical analysis on stresses of soil-nailings in reinforcement of foundation pit[J];Geotechnical Investigation & Surveying;2009-10
3 ZHAO Le-hua,XIA Bo-ru,LIU Hong-yan(College of Engineering & Technology,China University of Geosciences(Beijing),Beijing 100083,China);Modeling Experimental Study on Anchoring Capability of New Type of Anchorage Substance in Anti-floating Rock Bolts[J];Building Science;2009-03
4 SHU Gusheng1, PENG Wenxiang2, HE Zhongming3 1. Department of Mechanics, Department of Civil Engineering Hunan City University, Yiyang 413000, Hunan Provience, China 2. School of Geoscience and Environmental Engineering, Central South University, Changsha 410083, China 3. School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha 410004, China;Numerical Simulation of the Pullout Test of Wholly Grouted Cable[J];Science & Technology Review;2009-12
【Citations】
Chinese Journal Full-text Database 1 Hits
1 ZhuWancheng, TangChun'an, Yang Tianhong, Liang Zhengzhao (CRISR, Northeastern University, Shenyang 110006 China);CONSTITUTIVE RELATIONSHIP OF MESOSCOPIC ELEMENTS USED IN RFPA~(2D) AND ITS VALIDATIONS[J];Chinese Journal of Rock Mechanics and Engineering;2003-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 XUE Jun-hua,YU Guo-feng(National Engineering Research Center for Coalmine Controlling,Huainan 232001,China);numerical experiment research on end effect of rock uniaxial compression test[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-02
2 XUE Jun-hua,YU Guo-feng (National Engineering Research Center for Coal mine Gas controlling,Huainan China,232001);Primary exploration of key layer postion effect in long-distanc stress-relieved exploitation[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-03
3 HAN Guang1,LI Lian-chong2,WANG Da-guo3(1.Resource and Environment Engineering College,Liaoning Technical University,Fuxin 123000,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;3.Research Center for Numerical Test on Material Failure,Dalian University,Dalian 116622,China);RFPA simulation and analysis on rock slope subjected to coupled mechanical and seepage flow[J];Journal of University of Science and Technology Liaoning;2008-02
4 TANG Shumin et al. [;A Study on Combined Application of Active and Passive Anchors in Slope Strengthening[J];Underground Space;2001-01
5 LI Jian1,ZHANG Yong-xing1,TANG Shu-ming2,RAO Xiao-yu1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Chongqing Communications Research & Design Institute,Chongqing 400067,China);Experimental Study on Physical and Mechanical Characteristics of Cement Grout[J];Chinese Journal of Underground Space and Engineering;2008-06
6 LI Changhong Civil and Environmental Engineering School,UST Beijing 100083, China;Fractal Character of Loose Rock Mass[J];Journal of University of Science and Technology Beijing;2001-04
7 RUAN Wen-jun,et al. (Dept.of Geotechnical and Road & Bridge Engineering, Changchun Institute of Technology,Changchun 130021,China);Experimental research on cement-bentonite stable grout[J];Journal of Changchun Institute of Technology;2003-04
8 YIN Su hong,WEN Zi yun (South China University of Technology, Guangzhou 510640,China);Properties of ground limestone-water glass grout material and their affecting factors[J];Journal of Yangtze River Scientific Research Institute;2000-06
9 WANG Jie 1,DU Jia hong 2 (1.Shenyang Construction Engineering College,Shenyang 110015,China; 2.Dongbei University,Shenyang 110006,China);Theoretical exploration on grouting technolgy[J];Journal of Yangtze River Scientific Research Institute;2000-06
10 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
China Proceedings of conference Full-text Database 10 Hits
1 WANG Lichuan AN Sanqian LIANG Yongfeng (China Railway Tunnel Group Company,Beijing Branch);THE ANCHORAGE SUPPORT FOR TREATMENT OF THE JUJIFANG DANGEROUS ROCK BODY OF ZIGUI[A];[C];2005
2 ZHOU Xia JIAO Xiangyang ZHANG Lianhong (Xingye Geological Engineering Ltd,Co.Jingzhou,Hubei 434020);APPLICATION OF NEW TECHNIQUES IN TANPING LANDSLIDE PREVENTION OF BADONG COUNTY[A];[C];2005
3 TAN Zhi-hong~1 TANG Chun-an~2 CAO Wu-an 1.CRISR,Northeastern University,Shenyang 110004,China; 2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;Numerical analysis on the influence of karst cave top of the tunnel on wall rock stability[A];[C];2007
4 TANG Lie-xian~1 TANG Chun-an~(1,2) LI Lian-chong~1 XING Ju LIANG Zheng-zhao 1.School of Resource and Civil Engineering,Northeastern University,Shenyang 110004,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;Numerical test research of failure process on rock slope with jointed rock mass[A];[C];2007
5 TANG Lie-xian~1 TANG Chun-an~(1,2) LI Lian-chong~1 XING Ju LIANG Zheng-zhao 1.School of Resource and Civil Engineering,Northeastern University,Shenyang 110004,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;Numerical test research of failure process on rock slope with jointed rock mass[A];[C];2007
6 ZHANG Hou-quan, CHANG Xu, TANG Chun-an, YANG Tian-hong, LIU Wen-bin, ZHU Wan-cheng (Center of Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China; Research Center of Numerical Tests on Material Failure, Dalian University, Dalian 116622, China);NUMERICAL STUDY ON SHEAR FAILURE OF JOINTED ROCK WITH SEVERAL FLAWS UNDER SHEAR TESTING[A];[C];2005
7 ZHUWanCheng ZUO YuJun LI ZhanHai TANG ChunAn (Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang, 110004);NUMERICAL SIMULATION ON INSTABLE FAILURE OF ROCK TUNNEL TRIGGERED BY DYNAMIC DISTURBANCE[A];[C];2006
8 Ma Tianhui Tang Chun'an Li Shucai Wang Hanpeng Liang Zhengzhao ( School of Resources & Civil Engineering, Northeastern University, Shenyang 110004;Research Center for Numerical Test on Material Failure, Dalian University, Dalian, 116622;Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, 116024; Geotechnical & Structural Engineering Research Centre, Shandong University, Ji'nan 250061);STUDY ON STABILITY ANALYSIS OF TUNNEL WITH STRENGTH REDUCTION METHOD[A];[C];2006
9 Yu Qinglei Tang Chunan Yang Tianhong Feng Qiyan Tang Shibin ( northeastern university, shenyang, 110006 china; school of civil and hydraulic engineering dalian university of technology, dalian, 116024 china;china university of mining and technology, xuzhou, 221008 china);NUMERICAL INVESTIGATION ON THE DISTRIBUTION LAW OF THREE-ZONE AFFECTED BY MINING[A];[C];2006
10 Ma Tianhui Yang Tianhong Tang Chun'an Rui Yongqin Liang Zhengzhao Lin Peng (Research Center for Numerical Test on Material Failure, Dalian University, Dalian, 116622;School of Resources & Civil Engineering, Northeastern University, Shenyang 110004; Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, 116024; Department of Hydraulic Engineering, Tsinghua University, Beijing 100084);NUMERICAL MODELING OF POSSIBLE FAILURE ZONE WITH THE TOP OF TUNNEL[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 CAO Guojin et al.;Supporting Mechanism and Experimental Analysis for Anchoring Technology[J];Underground Space;2002-01
2 WU De hai;Experimental Study on Rock Model of Cracked Structure Reinforced by Single Bolt[J];Underground Space;2003-02
3 SUN Tong-li~1,XIAO Zhi-qiao~2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Water Conservancy Engineering Design & Research Institute,Shanghai 200063,China);The Effective Calculation Method of Rock Bolt in Geotechnical Engineering[J];Chinese Journal of Underground Space and Engineering;2006-02
4 Tang Lei et al.;Anchoring Strength of Rock Bolts[J];;1997-02
5 Wu Yinghua Department of Civil Engineering;Analysis on the Bond Stress Distribution Along the Anchor Rod and the Ultimate Pull—out Resistance of the Anchor Rod[J];Journal of Beijing Jiaotong University;1988-02
6 LAI Xingping~ 1,2) , WU Yongping~ 1,2) , REN Fenhua~ 3) , CAI Meifeng~ 3) 1) Energy School, Xi'an University of Science and Technology, Xi'an 710054, China 2) West Mining and Hazard Control Key Laboratory, the Ministry of Education, Xi'an 710054, China 3) Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Mechanical characteristics of soft-rock at excavation disturbed zone in the complex stress environment of deep mining in the western coal mine region of China[J];Journal of University of Science and Technology Beijing;2006-04
7 LIU Shu-xin~1,ZHANG Fei~(1,2),ZHAO Xue-you~1 (1.Achitecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China;2.Vocational and Technical Education Institute,UST Inner Mongolia,Baotou 014010,China);The E-Plastic limit balanced analysis on wall rock containing water of deep tunnel[J];Journal of Baotou University of Iron and Steel Technology;2005-01
8 HAN Jun,DING Xiu li,ZHU Jie bing (Yangtze River Scientific Research Institute,Wuhan 430010,China);New progress on anchorage techniques in rock-soil[J];Journal of Yangtze River Scientific Research Institute;2001-05
9 Zhao Xiaohua;Xue Guoya;Song Qigen(Department of Civil Engineering,Southeast University,Nanjing 210018);Analysis of Reinforced Concrete Plate with Cracks by Fracture Mechanics[J];JOURNAL OF SOUTHEAST UNIVWRSITY;1994-03
10 WANG Xian neng YE Rong ZHENG Jian chang WANG Yong qiang (Shenzhen Geotechnical Engineering Co. LTD, Shenzhen 518026,China);THE APPLICATIONS OF ANTI FLOAT ANCHOR[J];Journal of Geological Hazards and Environment Preservation;2001-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 PENG Wenxiang,YIN Quan School of Geoscience and Environment Engineering,Central South University,Changsha 410083,China;Numerical Realization of Soil-cable Interaction Characteristics and Its Validation[J];Science & Technology Review;2010-03
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Tang Chun'an Fu Yufang Zhu Wancheng (CRISR, Northeastern University, Shenyang 110006);NUMERICAL APPROACH TO EFFECT OF INTERFACE PROPERTIES ON FAILURE MODES IN PARTICLE FILLED COMPOSITE[J];ACTA MATERIAE COMPOSITAE SINICA;1999-04
2 Huang Mingli 1, 2 , Tang Chun′an 1, 3 Zhu Wancheng 3 ( 1 LNM, Institute of Mechanics, The Chinese Academy of Sciences, Beijing 100080 China) ( 2 Liaoning University of Engineering and Technology, Fuxin 123000 China) ( 3 CRISR, Nor;NUMERICAL SIMULATION ON FAILURE PROCESS OF ROCK[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;2000-04
3 Fu Yufang 1, Huang Mingli 1, Ren Fengyu 1, Tang Chun′an 1,2 ( 1 Center of Rockbursts and Induced Seismisity Research, Northeastern University, Shenyang 110006 China) ( 2 Laboratory for Nonlinear Mechanics of Continuous Media, Institut;NUMERICAL ANALYSIS OF CRACK EVOLUTION AROUND BOREHOLE IN ROCK SAMPLE SUBJECTED TO CONFINING PRESSURES[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;2000-05
4 Liu Hongyuan 1, Tang Chun′an 1, 2 , Rui Yongqing 1 ( 1 CRISR, Northeastern University, Shenyang 110006 China) ( 2 LNM, The Chinese Academy of Sciences, Beijing 100080 China);NUMERICAL SIMULATION OF STRATA FAILURE PROCESS WITH MULTI COAL STRATA MINED[J];Chinese Journal of Rock Mechanics and Engineering;2001-02
5 Rui Yongqin1,2 ,Tang Chunan1,3 (1CRISR,Northeastern University,Shenyang 110006 China) (2Department of Road and Bridge Engineering,Changsha Communications University,Changsha 410076 China) (3LNM Institute of Mechanics,CAS,Beijing 100080 China);NUMERICAL SIMULATION ON FAILURE PROCESS OF ROCK SAMPLE WITH RFPA~(2D) CODE UNDER DIRECT SHEAR TEST[J];Chinese Journal of Rock Mechanics and Engineering;2002-03
6 Wong Robina H C 1, Lin Peng 2, Tang Chunan 2, Chau1 K T (1 Civil and Structural Engineering Department,The Hong Kong Polytechnic University, Hong Kong,China) (2 Center for Rockbursts and Induced Seismicity Research,Northeastern University, Shenyang 11000;MECHANISMS OF CRACK COALESCENCE OF PRE- EXISTING FLAWS UNDER BIAXIAL COMPRESSION[J];Chinese Journal of Rock Mechanics and Engineering;2002-06
7 Huang Mingli1,2, Tang Chun抋n3 (1 Key Laboratory of Rock and Soil Mechanics,Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071 China) (2 Liaoning University of Engineering and Technology, Fuxin 123000 China) (3 Center;EFFECT OF HETEROGENEITY ON PROPAGATION AND INTERACTION OF TYPE I CRACKS[J];Chinese Journal of Rock Mechanics and Engineering;2002-08
8 Tang Chun抋n1,2,Liu Hongyuan1 (1 Center for Rock Instability and Seismicity Research,Northeastern University,Shenyang 110006 China) (2 National Key Laboratory of Nonlinear Mechanics,The Chinese Academy of Sciences,Beijing 100083 China);NUMERICAL APPROACH ON OUTBURST IN CROSSCUTTING IN COAL SEAM CONTAINING GAS[J];Chinese Journal of Rock Mechanics and Engineering;2002-10
9 Yang Tianhong1,Liang Zhengzhao1,Liu Hongyuan1,Tan Chunan1, Lu Peiyan 2 (1North-East University, Shenyang 110006 China) (2Guangdong Provincial Lu抯 Geotechnical Engineering Co. Ltd., Guangzhou 510660 China);NUMERICAL SIMULATION ON THE PROGRESSIVE PROCESSES OF THE EARTH SURFACE SUBSIDENCE CAUSED BY THE EXCAVATION OF SUBWAY[J];Chinese Journal of Rock Mechanics and Engineering;2002-11
10 Tang Chun′an (Northeastern University, Shenyang 110006);NUMERICAL SIMULATION OF AE IN ROCK FAILURE[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1997-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved