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《Journal of Engineering Geology》 2009-04
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LI Zhiguang① DONG Xin① MA Jian②(①Shijiazhuang University of Economics,Shijiazhuang 050031)(②Beijing Urban Construction Exploration & Surveying Design Reseach Institute CO.LTD,Beijing 100101)  
Shear strength of discontinuities is an important parameter for landslide engineering.The back analysis is a low cost and effective method to determine shear strength of instability slope.This paper focuses on how to determine the shear strength of instability slope at Xibaipo Memorial Site using back analysis and laboratory test respectively.The instability slope has a single bedding slip.The results show that the shear strength of discontinuities of back analysis is similar to that of laboratory test.The back analysis can be used to evaluate the stability of bilateral slopes.
【Fund】: 河北省自然科学基金《岩体斜坡稳定性三维动态预测的量化理论研究》(项目编号:402400)
【CateGory Index】: TU458.3
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Chinese Journal Full-text Database 2 Hits
1 LI Zhiguang① DONG Zhaoxiang② (①College of Engineering & Technology, China University of Geosciences(Beijing),Beijing 100083) (②College of Engineering, Shijiazhuang University of Economics, Shijiazhuang 050031);EFFECTS OF SHEAR STRENGTH PARAMETERS OF DISCONTINUITIES ON STABILITY OF ROCK SLOPE[J];Journal of Engineering Geology;2007-02
2 Liu Mingwei et al;Practical Determination of Shear Strength Parameters of Discontinuities in Rock Slope[J];Journal of Geotechnical Investigation & Surveying;2006-05
Chinese Journal Full-text Database 10 Hits
1 YIN Guang-zhi1,2,FENG Jin-fu1,LIU La-mei3,YAN Bing-shan4 (1.College of Resource and Environmental Sciences,Chongqing University,Chongqing 400044,China;2.Key Laboratory for the Exploitation of Southwest Resources and the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400044,China;3.Faculty of Urban Construction & Environmental Engineering,Chongqing University,Chongqing 400044,China;4.Chongqing Research Institute of Building Science,Chongqing 400015,China);Study on the Mechanism and Stability of Xiangjiashan Landslide[J];Chinese Journal of Underground Space and Engineering;2007-01
2 ZHOU Hai-qing1,2,LIU Dong-sheng1,CHEN Zheng-han2(1.Chongqing Bureau of Geology and Minerals Exploitation,Chongqing 400039,China;2.Dept.of Architecture Engineering,Logistical Engineering University,Chongqing 400041,China);Analogy Method and It's Application in the Landslide Control Engineering[J];Chinese Journal of Underground Space and Engineering;2008-06
3 NI Xiong MA Xiaoxia;Highwall Slope Monitoring in Freeway System[J];Standardization for Surveying and Mapping;2005-02
4 Xiao YuSheng,Xue QiShan(Geo-engineering Investigation Institute of Jiangsu Province,Nanjing 210012,China);Analysis and Evaluation of a Filling Slope in Nanjing[J];Urban Geotechnical Investigation & Surveying;2008-03
5 GUI Shu-qiang Faculty of Engineering, China University of Geosciences, Wuhan430074, China;Design Method for Using Stabilizing Piles with Pre-stressed Anchored Cables in Landslide Remediation Works[J];;2005-02
6 CHENG Yong-gang (Geology Department of Southwest Jiaotong University,Chengdu610031,China);CURRENT SITUATION AND DEVELOPMENTS OF LANDSLIDE STUDY IN CHINA IN RECENT TWENTY YEARS[J];Journal of Geological Hazards and Environment Preservation;2003-04
7 ZHANG Hong-jun,YE Yi-cheng(Wuhan Univ.of Sci.and Tech.,Department of Resource Engineering,Wuhan 430081,China);GENESIS OF JIASHA LANDSLIDE AND ITS CONTROL,GEJIU CITY[J];Journal of Geological Hazards and Environment Preservation;2005-04
8 YAO Wei1,ZHAO Qi-hua1,LI Tan1,ZHAO Qing1,CUI Ying-shan2(1.College of Civil and Environmental Engineering,Chengdu 610059,China;2.Chengdu Center of Hydrogeology and Engineering Geology,Chengdu 610081,China);CHARACTERISTICS OF GEOLOGY HAZARDS DISTRIBUTION AND FORMATION CONDITIONS IN YANYUAN COUNTRY,SICHUAN PROVINCE[J];Journal of Geological Hazards and Environment Preservation;2008-01
9 JIANG Zong-quan1,DENG An1,CHENG Xiao-wei2,WANG Zheng2(1.Sinohydro Road Bridge Engineering Co.LTD,Beijing 100078,China;2.Northwest Research Institute CoLtd.of China Railway Engineering Corporation,Lanzhou 730000,China);RESEARCH OF DEFORMING MECHANICS AND CONTROL ENGINEERING OF JIETAI TEMPLE LANDSLIDE[J];Journal of Geological Hazards and Environment Preservation;2008-02
10 LI Ke-gang , XU Jiang, LI Hua, WANG Wei-zhong (Key laboratory for the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering Under the State, Ministry of Education, Chongqing University, Chongqing 400044, China);Experimental Study on the Shear Distortion of the Discontinuity of ZHAIBA Landslide in the Yunyang City[J];Journal of Chongqing University(Natural Science Edition);2003-07
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 DONG Zhao-xiang, YU Kai-ning Shijiazhuang University of Economics, Shijiazhuang 050031,China;A DYNAMIC ANALYSIS METHOD FOR DETERMINING THE RESISTANCE TO SHEARING OF SLIPPING PLANE OF ROCK MASS SLOPE[J];Earth and Environment;2005-S1
2 FENG Jun~① ZHOU Depei~① LI Anhong~②(①Southwest Jiaotong University, Chengdu 610031)(②The Railway Second Survey Design Institute, Chengdu 610031);TEST AND NUMERICAL MODELING OF THE STABILITY OF ROCK BEDDED SLOPE[J];Journal of Engineering Geology;2005-03
3 YAO Huan~(①②) JIAN Wenbin~② SHEN Hua~① QIN Gang~①(①College of Architecture and Civil Engineering Fuzhou University,Fuzhou 350002)(②Institute of Geological Engineering Fuzhou University,Fuzhou 350002);ANALYSIS OF ENGINEERING GEOLOGICAL SYSTEM FOR THE STABILITY OF HIGH ROCK CUT SLOPES ON SHIKONGSHAN NO.Ⅱ SECTION OF ZHANG-LONG EXPRESSWAY[J];Journal of Engineering Geology;2006-03
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