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《Journal of Engineering Geology》 2009-06
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HUO Yuxiang HUANG Runqiu JU Nengpan ZHAO Jianjun(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059)  
Rock slope has weak structural planes. They are propitious to stability. The primary stability problem of rock slope i the surface rock block stability. Blasting vibration with excavation is an important factor in stability evaluation of surface rock blocks. This paper examines the case of a granite slope on middle Dadu River. It summarizes the rule of the failure rock blocks on surface characteristics. Secondly,it measures the blasting vibration acceleration curve of a potential failure block. Finally,it completes the slope stability evaluation. As a result,the volume of failure blocks is always less than 10 m3. 80% failure blocks are formed by weak structural planes,and 70% of these are along the slope benches. Comparing with rock mass near the block,the block vibration time is longer but with lower climax and lower frequency. Equivalent-statical method is more appropriate in practice.
【CateGory Index】: TU457
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Chinese Journal Full-text Database 1 Hits
1 GAO Jianfeng1,2,BAI Mingzhou1,MU Shuhuai2,BAI Mingzhou1,DU Yanqing1,YI Diqing1(1.School of Civil Engineering,Beijing Jiaotong,Beijing 100044,China; 2.China Petroleum Pipeline Engineering Corporation,Langfang 065000,Hebei,China);Study on high and steep slope stability Based on 3D laser scanning[J];Journal of Civil,Architectural & Environmental Engineering;2012-S2
Chinese Journal Full-text Database 7 Hits
1 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
2 Wang Sijing Xue Shouyi (Institute of Geology,Chinese Academy of Science,Beiiing);DYNAMIC ANALYSIS OF WEDGE SLIDING ON ROCK SLOPES[J];Chinese Journal of Geology(Scientia Geologica Sinica);1992-02
3 Liu Hongshuai1 Bo Jingshan1,2 Liu Dedong1(1 Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080;2 Institute of Disaster-Prevention and Science and Technology,Sanhe,Hebei 065201);Development on Study of Seismic Stability Evaluation Methods of Rock-soil Slopes[J];Journal of Institute of Disaster-Prevention Science and Technology;2007-03
5 BAI Yongjian HUANG Runqiu JU Nengpan ZHAO Jianjun HUO Yuxiang(State Key Laboratory of Geohazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059);3DEC STABILITY ANALYSIS OF HIGH AND STEEP ROCK SLOPE[J];Journal of Engineering Geology;2008-05
6 XU Hongtao~(1,2) LU Wenbo~2 ZHOU Chuangbing~2 JIANG Qinghui~2 (1.Dongfang Electric Corporation,Chengdu,Sichuan 610036,China;2.State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072,China);TIME HISTORY ANALYSIS METHOD FOR EVALUATING DYNAMIC STABILITY OF HIGH ROCK SLOPE UNDER EXCAVATION BLASTING[J];Chinese Journal of Rock Mechanics and Engineering;2006-11
7 CHEN Ming,LU Wenbo,SHU Daqiang,ZHOU Chuangbing (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan, Hubei 430072,China);CALCULATION METHOD OF EQUIVALENT ACCELERATION FOR LIMIT EQUILIBRIUM ANALYSIS OF SLOPE UNDER BLASTING VIBRATION[J];Chinese Journal of Rock Mechanics and Engineering;2009-04
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 LOU Shi-fei,YU Yuan-zhong(South West University of Science and Technology,Mianyang 621002,China);Mechanical study of landsliding deformation for a lime factory[J];Sichuan Building Science;2006-02
3 WANG Xuelang(Gansu Construction Vocational Technical College,Lanzhou 730050,China);Earthquake induced permanent deformation analysis of dam slope[J];Sichuan Building Science;2009-05
4 WANG Yu1,2,XIAO Shengxie1,FENG Wuyi1,ZHANG Yuancai2(1.Chongqing Jiaotong University,Chongqing 400074,China;2.Chengdu University of Technology,State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu 610059,China);Research of slope disaster chain-stage and evolvement rules[J];Sichuan Building Science;2010-06
5 SU Lihai1,2,LI Wan1,LI Ning2(1.Engineering Institute,Air Force Engineering University,Xi'an 710038,China; 2.Xi'an University of Technology,Xi'an 710048,China);Study on losing stability mechanism of flare rock slopes——A case study of the left bank slope of Jingping first-stage hydropower station[J];Sichuan Building Science;2012-01
6 LI Chuan-bao, XU Cai-feng (China Railway Siyuan Survey and Design Group CO., LTD. Wuhan 430063, China);GEOMECHANICS MODEL AND THE TRIGGERS ANALYSIS OF THE BAJIAOSHU LANDSLIDE,AILAO MT.[J];Geology of Anhui;2009-02
7 ZHAO Yin-bing et al(Geosciences College,Chengdu University of Technology,Chengdu,Sichuan 610059);Study on the Suitability of Residential Area in Jiulong County with GIS[J];Journal of Anhui Agricultural Sciences;2008-03
8 ZHAO Yin-bing et al (Geosciences College,Chengdu University of Technology,Chengdu,Sichuan 610059);Research on Mineral Resources Exploitation Model Based on Eco-geological Environment[J];Journal of Anhui Agricultural Sciences;2009-01
9 ZHOU Jian-min , JIN Feng-nian , WANG Bin , ZHAO Pei-sheng(Engineering Institute of Engineering Corps, PLA Univ. of Sci.& Tech, Nanjing, Jiangsu Province 210007);Calculating Method of Cavity Axis' Orientation in Fractures[J];;2005-03
10 CHENG Chang-kai,RUAN Yong-fen,XIONG En-lai(Department of Civil Engineering,School of Architecture,Kunming Institute of Science and Technology,Kunming 650224 P.R.China);Dynamic Analysis Method of Slope Stability in Earthquake Function[J];;2005-S1
China Proceedings of conference Full-text Database 10 Hits
1 QI Sheng-wen,WU Fa-quan (Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China);Stresses field characteristics of a valley slope in high geo-stress area[A];[C];2012
2 Zhao Liusheng,Liang Tianyuo,Bai Xuemei (No.1 Geological Investigation Brigade,Henan Bureau of Geological Exploration and Mineral Development,Luoyang, 471023,China);Stability Evaluation on the Landslide around Comprehensive Port of Zigui County,Sanxia Reservoir Area,and Its Prevention and Control Countermeasures[A];[C];2007
3 Guo Yufei~1,Guo Xinhua~2 (1.China University of Geosciences,Beijing,100083; 2.Henan Scientific Academy of Land & Resources,Zhengzhou,450053);The Stability Evaluation and Control on Some Slope Geo-hazard in Sichuan Province[A];[C];2008
4 Hu Jihua,Chen Jin,Kong Fanfen (No.2 Geo-exploration Institution,Henan provicial Bureau of Geo-Exploration and Mineral Development,Xuchang Henan,461000);Longwangping Landslide Formation Principle and Estimation of Stabilization in Chongqing[A];[C];2011
5 LU Xiaobing, FAN Yongzheng, WU Guoqing (Sichuan Juizhai-Huanglong Airport,Co.Ltd.);The Construction Methods of High Embankment of Jiuzhai Huanglong Airport[A];[C];2008
6 CHENG Longfei,YI Zhongjiu(Construction Engineering Department of Chongqing Three Gorges College,Chongqing 404000,China);Application Research of Green Maintenance of Revetment System in the Three Gorges Reservoir Shore[A];[C];2009
7 ZHANG Liang1,WANG Junjie1,2(1.Key Laboratory of Hydraulic and Water way Engineering of Chinese Ministry of Education,Chongqing Jiaotong University,Chongqing 400074,China;2.Department of Highway Engineering,Research and Design Institute of Chongqing Communication,Chongqing,400067,China);Summary on Methods to Predict Soil Bank Failure of Mountain Reservoir[A];[C];2009
8 SUN Jun1,2,XU Jiancong1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Mechanism of Earthquake Disaster and Its Regulating on Rock Slope[A];[C];2009
9 ZHU Jian,LEI Ying,CAI Qing’e (Xi’an Geotechnical Engineering CO LTD of China Highway,Xi’an 710075,Shaanxi,China);The Formation Mechanism and Displacement Monitoring Analysis of the Landslide of Zhangmu Port in Tibet[A];[C];2009
10 AN Guangming~①MAO Yanlong~②LI Bin~②CUI Zhendong~①(①Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029)(②College of Geology Engineering and Geometrics,Chang'an University,Xi'an 710054);FORMATION MECHANISM AND STABILITY OF LANDSLIDE AT VEGETABLE OIL FACTORY,CHONGQING[A];[C];2008
Chinese Journal Full-text Database 10 Hits
1 LOU Guo-chuan,ZHAO Qi-hua(College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China);Investigation of Rock Structure in High Slope Based on 3-D Laser Scanning Technology[J];Journal of Yangtze River Scientific Research Institute;2009-09
2 Xing Zhengquan;Application of 3D Laser Scanning Technology in Slope Displacement Monitoring[J];Geospatial Information;2011-01
3 XU Qiang HUANG Runqiu JU Nengpan LIN Feng HUANG Dilong (Chengdu Institute of Technology, Chengdu 610059);DEVELOPMENT AND STUDY OF STABILITY ANALYSIS SYSTEM OF SLOPE BLOCKS[J];Journal of Engineering Geology;2001-04
4 ZHU Jie (Department of Civil Engineering,Anhui University of Science and Technology,Huainan 232001);SENSITIVITY STUDY ON FACTORS INFLUENCING THE STABILITY OF KEY BLOCK OF ROCK SLOPE[J];Journal of Engineering Geology;2007-02
5 LIN Xiao-song1,2,CHEN Hong-kai1,2,XU Jiang1,TANG Hong-mei1,2,CAO Wei-wen2(1.Key Laboratory for Exploitation of Southwestern Resources & Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400030,P.R.China;2.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,P.R.China);Safety Evaluation of High-cutting Slope along Highway in Mountainous Area[J];Journal of Civil,Architectural & Environmental Engineering;2009-03
6 LI Jian1,HU Shuqiao2,DENG Zengbing3(1.School of Civil and Environment Engineering,Beijing University of Science and Technology, Beijing 100083,China;2.JCHX Mining Management Co.Ltd,Beijing 101501,China; 3.Pingshuo Coal Industy Co.,Shuozhou 036006,China);Application of open-pit mine slope mapping with 3D laser scanning technique based on comprehensive improved ICP algorithm[J];Coal Geology & Exploration;2012-01
7 Huang Zhengjia, Wu Aiqing, Sheng Qian (Yangtze River Scientific Research Institute, Wuhan 430010 China);USAGE OF BLOCK THEORY IN THE THREE GORGES PROJECTS[J];Chinese Journal of Rock Mechanics and Engineering;2001-05
8 Wu Haibin (China Yangtze River Three Gorges Project Development Corporation, Yichang 443002 China);STABILIZATION TECHNOLOGY ON THE HIGH-STEEP ROCK SLOPE IN THE THREE GORGES PROJECT SHIPLOCK[J];Chinese Journal of Rock Mechanics and Engineering;2002-02
9 YANG Qiang,ZHU Ling,XUE Li-jun(Department of Hydraulic and Hydropower Engineering,Tsinghua University,Beijing 100084,China);APPLICATION OF LIMIT EQUILIBRIUM METHOD TO STABILITY ANALYSIS OF JINPING HIGH SLOPE BASED ON 3D MULTI-GRID METHOD[J];Chinese Journal of Rock Mechanics and Engineering;2005-S2
10 SONG Sheng-wu,GONG Man-fu,LEI Cheng-di(Chengdu Hydroelectric Investigation and Design Institute,China Hydropower Consulting Group,Chengdu,Sichuan 610072,China);STUDY ON STABILITY OF HIGH ROCK SLOPE IN HYDROPOWER ENGINEERING[J];Chinese Journal of Rock Mechanics and Engineering;2006-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Ao Congli;Shang Jialan;Reflection and Transmission of Stress Wave when Meeting Crack[J];Blasting;1989-01
2 Yang Guitong;Blast shock effect and slope dynamic state analysis[J];Blasting;1989-04
3 Wu Tengfand; Wang Kai (Nanjing Eegineering Institute, 210007);Summary of Current Studies on Milisecond Blasting Technique[J];BLASTING;1997-01
4 ZHANG Yong zhe (China Conservancy and Hydropower Academy, Beijing 100044);Study on Propagation Characteristics of Explosive Seixmic Wave[J];BLASTING;2000-S1
5 GUO Yi yuan, LI Shi hai, LIU Chun tu (Mechnics Research Institute, China Scientific Academy, Beijing 100080);Application of Three-dimensional Discrete Component Method in the Process of Rock Blasting[J];BLASTING;2000-S1
6 ZHEN Yu-cai , ZHU Chuan-yun (School of Water Resources and Hydropower, Wuhan University , Wuhan 430072 , China);Analysis on Influential Factors of Vibration Superposition in Middle and Far Field of Millisecond Blasting[J];Blasting;2005-02
7 Li Qi Fa(Wuhan University of Hydraulic and Electric Engineering);THE EFFECT OF DETONATING ON THE STABILITYOF A ROCKY SLOPE[J];BLASTING;1995-03
9 LU Wen bo,LAI Shi xiang,ZHU Chuan yun,SHU Da qiang(Wuhan University of Hydraulic and Electric Engineering,Wuhan 430072,Hubei,China);Safety Standards of Blast Vibrations Adopted in Rock Base Excavation of Three Gorge Project[J];Explosion and Shock Waves;2001-01
10 LIU Ya-qun~(1 ), LI Hai-bo~(1), ZHAO Jian~(2) , LI Jun-ru~(1), ZHOU Qing-chun~(1) (1.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China; 2.School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore);A new method to determine the safety threshold velocity of slope[J];Explosion and Shock Waves;2004-05
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