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《Water Resources and Hydropower Engineering》 2005-11
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Engineering geological analysis on intermediate state before slide-bending failure for rock slope

YAN Ming~(1),CHEN Jian-ping~(2),HUANG Run-qiu~(1),ZHANG Zuo-yuan~(1),WANG Shi-tian~(1)(1.National Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,Chengdu 610059,Sichuan,China;2.Jilin University,Changchun 130026,Jilin,China)  
Based on a detailed investigation on a consequent rock slope,it is found that a intermediate state of cataclastic-loosing before failure is there between the stages of both the strong bending-swell and the instability of rock body;for which a preliminary analysis is made on the forming condition,and then a geomechanical mode of "four stages" is put forward herein.
【Fund】: 本项研究得到国家自然科学基金资助(40272118/D0214)
【CateGory Index】: P642.2
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【References】
Chinese Journal Full-text Database 6 Hits
1 WEI Yu-feng1,NIE De-xin1,LU Sheng-di2,YANG Yong-ming2,ZHAO Hai-ying21.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China;2.Northwest Investigation Design & Research Institute,SPC,Xi'an 710065,China;The mechanism analysis of sliding-bending destruction mode of consequent bedded slope in the alternatively distributed soft and hard rock layers[J];Journal of Chengdu University of Technology(Science & Technology Edition);2009-03
2 JU Nengpan,ZHAO Jianjun,DENG Hui,HUANG Runqiu,DUAN Haipeng(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China);Analysis of Deformation Mechanism of Sliding to Bending Slope and Study of Deformation Emergency Control at Huangshan Expressway[J];Advances in Earth Science;2008-05
3 MA De-qing1,HU Hui-hua1,ZHAO Jin-ju2 (1.Hunan Provincial Communications Planning Survey & Design Institute,Hunan Changsha 410008,China;2.Coal Geology and Hydrogeology Team of Hebei Province,Hebei Handan 056201,China);The mechanism analysis of Zhuque hole landslide in western Hunan[J];Journal of Hebei University of Engineering(Natural Science Edition);2010-01
4 YU Bang-jiang,YAN Xia (Guizhou Communication Planning Survey and Design Academy,Guiyang 550001,China);Determination of Bedding Rock Slope′s Critical Height[J];Transport Standardization;2010-17
5 FENG Wen-kai1,2,HE Chuan1,SHI Yu-chuan2,BAO Li-xin3 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China; 3.East China Investigation & Design Institute,Hangzhou 310014,China);Simulation analysis of formation mechanism of some complex and giant landslides using three-dimensional discrete elements[J];Rock and Soil Mechanics;2009-04
6 LIANG Zhuan-ming,GONG Dao-min,HE You-fen,LIU Hao-tian(Hunan Institute of Survey and Design,Changsha 410014,China);A preliminary study on atypical buckling-type landslide mechanism of bedding soft rock slope[J];Journal of Natural Disasters;2010-06
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Li Rongqiang (Department of Geotechnical Engineering);Application of the Catastrophic Theory on Stability Analysis of an Inclined Bedding Slope[J];Journal of Tongji University(Natural Science);1993-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 FENG Jun~1,LU He-lin~1,LI An-hong~2〖HJ〗(1.Southwest Jiaotong University,Chengdu 610031,China;2.The Railway Second Survey Design Institute,Chengdu 610031,China);Factors analysis on stability of rock bedded slope[J];Building Science Research of Sichuan;2005-04
2 CHEN Zhi- gang (The Construction and Reconnaissance Design Academy of Huainan City,Huainan 232000,China);THE DETERMINATION OF EARTH SLOPE SLIDING PLANE (ZONE) AND SELECTION OF PARAMETER[J];Geology of Anhui;2000-04
3 WU De hai;Experimental Study on Rock Model of Cracked Structure Reinforced by Single Bolt[J];Underground Space;2003-02
4 LI Ling,QIAO Chun_sheng (College of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);The Use of Barton's Empirical Formula in Stability Analysis for Rock Slopes[J];Journal of Northern Jiaotong University;2002-02
5 LI Tiefeng\ PAN Mao\ LIU Ruixun (School of Earth and Space Sciences,Peking University,Beijing,100871);Analysis of the Modes of Rock Mass Structure on Slope Stability[J];Acta Scicentiarum Naturalum Universitis Pekinesis;2002-02
6 Cai Medbng; Kong Guangya; Jia Lihong (Resources Engineering School, UST Bejing, Bejing 100083, China);Criterion of Energy Carastrophe for Rock Project System Failure in Underground Engineering[J];JOURNAL OF UNIVERSITY OF SCIENCE AND TECHNOLOGY BEIJING;1997-04
7 WANG Peng, QIAO Lan, LI Changhong, CAI Meifeng Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope[J];Journal of University of Science and Technology Beijing;2003-02
8 Wang Changming, Chen Jianping, Xiao Shufang (Changchun University of Science and Technology, Changchun 130026) Teng Jianren, Xue Guofu (Three-Gorge Exploring Institute of Yantze River Committee, Yichang 443003);A METHOD FOR PREDICTING OF DISCONTINUITIES ON THE ROCK SLOPE[J];JOURNAL OF CHANGCHUN UNIVERSITY OF SCIENCE AND TECHNOLOGY;1998-01
9 Li Qiang;Zhang Zhuoyuan;MECHANISM OF BUCKLING AND CREEP-BUCKLING FAILURE OF THE BEDDED ROCK MASSES ON THE CONSEQUENT SLOPES[J];;1990-04
10 JI Sui-wang 1,CHEN Qiang 2,LIN Xing-de 3 (1.Lanzhou Railway Institute;2.Communication Department of Highway Survey and design of Sichuan Province;3.Chengdu University of Technology,China);STUDY ON THE ROCK AND SOIL PROPERTIES OF ENGINEERING GEOLOGY IN THE MIDDLE REGION OF SICHUAN RED BASIN[J];Journal of Chengdu University of Technology;2000-S1
China Proceedings of conference Full-text Database 1 Hits
1 Cheng Qiang;Zhou De-pei;Kou Xiao-bing Sichuan provincial communication department highway planning survey design research Institute, Chengdu 610041 China Department of civil, Southwest Jiaotong University, Chengdu 610031 China;THE MAIN GEOTECHNICAL ENGINEERING PROBLEMS OF HIGHWAY CONSTRUCTION IN RED BEDS[A];[C];2004
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 WEI Yun-jie,TAO Lian-jin(The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100022,China);Study on the Rapid Evaluation Method of the Wall-rock Stability about the Colliery Tunnel[J];Chinese Journal of Underground Space and Engineering;2009-04
2 JU Nengpan,ZHAO Jianjun,DENG Hui,HUANG Runqiu,DUAN Haipeng(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China);Analysis of Deformation Mechanism of Sliding to Bending Slope and Study of Deformation Emergency Control at Huangshan Expressway[J];Advances in Earth Science;2008-05
3 HUANG Jian-min1,DUAN Hai-peng2(1.Geological Survey of Anhui Public Management Center,Hefei 230001,China;2.Anhui Provincial Communications InvestmentGroup Co.,Ltd.,Hefei 230011,China);DEFORMATION CHARACTER AND STABILITY OF WEATHERED PHYLLITE SLATE SLOPE[J];Journal of Geological Hazards and Environment Preservation;2010-03
4 Liu Wen-qing1,Zhao Fei2,DongG Jian-hui3,Ma Yu-mei2(1.Anhui Provincial Communications Investment Group Co.,Ltd,Hefei 230011,China;2.State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,CDUT,Chengdu 610059,China3.Sichuan Institute of Geological Engineering Investigation,Chengdu 610072,China);APPLICATION OF MULTIPLE-POINT ROD EXTENSOMETER TO HIGH SLOPE OF EXPRESSWAY STABILITY MONITORING[J];Journal of Geological Hazards and Environment Preservation;2010-04
5 ZHAO Jianjun① WANG Yandong② JU Nengpan① DENG Hui① (①State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059) (②Chengdu Geological Exploration and Geotechnical Engineering Limited Liability Company of China Railway Eryuan Engineering Goup CO.LTD,Sichuan,Chengdu 610031);CASE BASED ANALYSIS OF FAILURE MODES AND UPGRADING MEASURES FOR GENTLE CUT ROCK SLOPES WITH INCLINED LAYER STRUCTURE[J];Journal of Engineering Geology;2009-02
6 HUO Yuxiang HUANG Runqiu JU Nengpan ZHAO Jianjun(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059);DEFORMATION MECHANISM AND STABILIZATION MEASURES OF BROKEN GRANITIC ROCK SLOPE THAT EXPERIENCED WENCHUAN EARTHQUAKE[J];Journal of Engineering Geology;2009-03
7 HUO Yuxiang HUANG Runqiu JU Nengpan ZHAO Jianjun(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059);STABILITY EVALUATION OF SURFACE ROCK BLOCKS IN HIGH SLOPE UNDER BLASTING[J];Journal of Engineering Geology;2009-06
8 SHI Zhenxing JU Nengpan DENG Qiong(State Key Laboratory of Geo-Hazard Prevertion and Heo-environmental Protection,Chengdu University of Technology,Chengdu 610059);APPLICATION OF ELASTIC FOUNDATION BEAM THEORY TO CALCULATION OF ANCHOR CABLE ANTI-SLIDE PILE[J];Journal of Engineering Geology;2010-02
9 YU Ye-dong WANG Bo DING Peng-cheng;The application of informational construction technology on high engineering slope[J];Shanxi Architecture;2009-22
10 Cheng Guowen1 Li Xiao2 Di Bangrang1 He Jianming2 Li Shouding2(1.Geophysical Key Lab of CNPC,China University of Petroleum2.Key Laboratory of Engineering Geomechanics,Chinese Academy of Sciences Institute of Geology and Geophysics,Chinese Academy of Sciences);Stability Classification of Accumulative Slopes Based on AHP-FM Method[J];Site Investigation Science and Technology;2010-06
China Proceedings of conference Full-text Database 1 Hits
1 Song Gui-long1,Pei Da-wei2,Meng Qiang2,Qiao Li-xin1,Han Lie-bao1 (1 Institute of Turfgrass Science of Beijing Forestry University,Beijing,100083,China;2 Beijing Guodaotong Highway Design Institute,Beijing 100000,China;3Research Institute of Highway, Ministry of Communications,Beijing 100088,China);Analysis and Discussion of Classification System in Rock Slope and Relativity with Slope stability[A];[C];2009
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