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《Technology of Highway and Transport》 2007-04
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Analysis of Deformation in High Slope on Ramp A of Tangtun Expressway and Trouble-Shooting

Zou Zhengmin1,2  
Slope on ramp A of Tangtun Expressway is a bedding rock slope.During excavation in the middle of layer 2,there is an arc crack occurs at rear edge of the slope,the deformation and failure mode is shown as slide-bending deformation.For this project is important,according to suggestions by the designer and researching unit,under instruction by supervision results,frame prestress anchoring cable is used on slope for emergent treatment,anti-slide piles will be arranged after slope deformation stabilized.In view of result of this solution, it has meliorate downstream anti-slide pile construction,the emergent treatment solution is effective.The result of monitoring shows the effect of treatment is fine and the slope is now in stable status.
【CateGory Index】: U412.352.12
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Chinese Journal Full-text Database 4 Hits
1 Hu Xinli 1,2, Tang Huiming 1, Chen Jianping 1(1.Engineering Faculty, China University of Geosciences, Wuhan430074, China; 2.Construction and Engineering faculty, Chaoyang Compus of Jilin University, Changchun130026, China);OPTIMUM DESIGN METHOD FOR BEDDING SLOPE OF EXPRESSWAY[J];;2001-04
2 Sun Hongyue Shang Yuequan (Zhejiang University,Hangzhou 310027);STUDY ON DEFORMATION OF FAILURE OF DOWN DIP SLOPES[J];JOURNAL OF ENGINEERING GEOLOGY;1999-02
3 Fan Wen 1, Yu Maohong 1, Li Tonglu 2, Pen Jianbin 2 ( 1 Xi′an Jiaotong University, Xi′an 710049 China) ( 2 Xi′an Technological Institute, Xi′an 710054 China);FAILURE PATTERN AND NUMERICAL SIMULATION OF LANDSLIDE STABILITY OF STRATIFIED ROCK[J];Chinese Journal of Rock Mechanics and Engineering;2000-S1
4 Chen Jingxi, Zhang Guang, Yuan Conghua, Wang Shuilin, Han Xingzhong (Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China);ANALYSIS AND TREATMENT OF BEDDING-SLIP CUT SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2002-01
Chinese Journal Full-text Database 10 Hits
1 LIU Chun et al;Typical Slope of Wan-liang Expressway and Its Treatment[J];Underground Space;2004-04
2 TU Guo-xiang, HUANG Run-qiuNational Laboratory of Geo-hazards Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu 610059, China;Study on the deformation and failure mechanism of consequent slopes at a dam site of a hydropower station in southwestern China[J];Journal of Chengdu University of Technology(Science & Technology Edition);2005-03
3 AN Guan feng, YIN Kun long, TANG Hui ming (Engineering Faculty, China University of Geosciences, Wuhan430074, China);Application of Genetic Algorithm in Numerical Simulation of Slope Stability Analysis[J];;2002-02
4 MA Chuan ming, CAI He sheng (Engineering Faculty, China University of Geosciences, Wuhan430074, China);Calculation Method of Instant Settlement of Freeway Soft Foundation in Zhujiang Delta Area[J];;2002-02
5 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
6 YANG Xu-bo~(1,2), HUANG Run-qiu~1, CAO Yun-jiang~3(1.National Laboratory of Geohazard Prevention and Geoenvironment Protection of Chengdu University of Technology,Chengdu 610059, China;2. Sichuan Communications Department Highway Planning, Survey & Design Institute,Chengdu 610041, China;3. School of Civil Engineering of Hunan University of Science and Technology,Xiangtan 411201, China);STABILITY OF HIGH SLOPE ON A FLOOD-DISCHARGE INTAKE WITH CHANGE IN RESEARCH WATER LEVEL[J];Journal of Geological Hazards and Environment Preservation;2005-03
7 ZHAO Xiao,ZHAO Jian-jun,JU Neng-pan,XIAO Hua-bo (National Laboratory of Geo-hazard Prevention and Geo-Environment Protection, Chengdu University of Technology,Chengdu 610059,China);STUDY ON FAILURE MODEL AND STABILITY OF ONE TANGENTIAL SLOPE[J];Journal of Geological Hazards and Environment Preservation;2006-03
8 CHEN Ping 1, XU Jiang 1, LIU Yu hong 2, LI Ke gang 1(1.Key Laboratory for the Exploitation of Southwestern Resources & the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China; 2. 208 Hydrogeology & Engineering geology Crew of Geological Prospecting Primary Company, Chongqing 400015, China);Analytical and Calculative Method of Stability of MingShan Landslide in the Three Gorges Reservoir Area[J];Journal of Chongqing University(Natural Science Edition);2002-12
9 XU Jiang, XIAN Xue-fu, WANG Wei-zhong, LIU Xionmental Disaster Control Engineering Under the State, Ministry of Education, Chongqing University, Chongqing 400030, China);Key Problems Controlling the Geological Hazards in the Three-Gorges Reservoir Area[J];Journal of Chongqing University(Natural Science Edition);2004-10
10 Wang Jun(Hunan Urban Construction College 411101);Stability analysis for long-short compound bolt reinforcement in layer marlite rock slope with finite different method[J];Fujian Architecture & Construction;2009-01
China Proceedings of conference Full-text Database 6 Hits
1 LIU YongPing;NIE lei;QI bin College of Construction Engineering, Jilin Uneversity, Changchun 130026;ANALYSIS OF LANDSLIPE STABILITY AND REINFORCEMENT MEASURES ON K6+606-K6+705 OF JIDAN ROAD[A];[C];2004
2 Fu Wenxi;Zhang Bin;Shang Yuequan;Chen Yunmin;Han Aiguo;Nie Dexin Department of Civil Engineering, Zhejiang University, Hangzhou 310027 China Institute of Engineering Geology, Chengdu University of Technology, Chengdu 610059 China;TIME-DEPENDENT DEFORMATION AND FAILURE MECHANISM OF A MUDSTONE SLOPE OF HIGHROAD[A];[C];2002
3 Nengpan Ju, Jianjun Zhao & Runqiu Huang State Laboratory of Geo-hazard Prevention and Geo-Environment Protection, Chengdu University of Technology, Chengdu, China;Deformation characteristics and treatment measures of spillway slope at a reservoir in China[A];[C];2008
4 Yonggang Cheng Guangdong Highway Design Institute, Guangzhou, Guangdong, China;Analysis of mechanism of the K31 landslide of Changzhi-Jincheng express highway[A];[C];2008
5 Lu Shuqiang~1 Xu Mo~2 1.China Three Gorges University Key Laboratory of Geological Hazards on Three Gorges Reservoir Area,Ministry of Education,Yichang,Hubei,443002,China; 2.State Key Laboratory of Goohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan,610059,China;The Stability Analysis of Over-Dip Stratoid Structure Rock Slope[A];[C];2008
6 XU Jiang CHEN Ping Li Kegang;The Stability Evaluation Method of the Geological Disaster Body Effected by the seasonal water in Three Gorges Reservoir Area[A];[C];2005
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Yang Weiming; Zhou Zhi'an(Department of Resources and Environmental Engineering, Huainan College of Technology, Huainan 2320001);THE PRELIMINARY STUDY ON THE DEFORMATION MECHANISM OF WEAK INTERBEDS IN COAL MINE’S TUNNELS[J];GEOLOGY OF ANHUI;1999-01
2 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
3 Tao Zhenyu , Wang Hong (Wuhan Institute of Hydraulic and Electric Engineering);Simulation Technology of Joint Network in Rock Mechanics[J];Journal of Yangtze River Scientific Research Institute;1990-04
4 Rui Yongqin ①, Xu Xiaohe ①,Ma Xinmin ②,Huo Qiyuan ②,Zhang Youdi ③,Zhou Changshou ③ (①?Department of Mining Engineering,CRISR,Northeastern University,Shenyang 110006,China;?②?Fushun Branch,Center Coal Research Institute,Fushun 113001,Chin;Study on Non Linear Creep Property of Weak Layer in Slope of Open Pit Coal Mine[J];JOURNAL OF NORTHEASTERN UNIVERSITY;1999-06
5 Chen Jianping, Tang Huiming, Li Xuedong (Engineering Faculty, China University of Geosciences, Wuhan430074, China);SOME PROBLEMS ON ANCHOR-SHOTCRETE REINFORCEMENT APPLICATION IN ROCKSLOP[J];;2001-04
7 Zhang Famin(College of Civil Engineering, Hohai Univ., Nanjing 210098)Shao Weixia(Nanjing Hydraulic Institute, Nanjing 210024);Prestressed Anchor Cables Used in High Rock Slopes[J];JOURNAL OF HOHAI UNIVERSITY;1999-06
8 Du Weiping Gu Desheng(Central South University ) Yan Ronggui(Changsha Research Institute of Mining and Metallurgy);Study on Some Urgent Problems of the Classical Slope Analysis Method[J];Metal Mine;2001-05
9 Xia Yuanyou;Zhu Ruigeng;Li Xinping;Review and Prospect of the Research on Slope Stability[J];METAL MINE;1995-12
10 Liu Jinghui et al.(Fushun Institute of Academy of Coal Seienccs);METHOD TO DETERMINE THE RHEOLOGICAL TEST LONG-TERM STRENGTH FOR SOFT INTERCALATIONS[J];Site Investigation Science and Technology;1996-05
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