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《Geology of Anhui》 2011-04
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DISCUSSION ON SOLUTION TO LANDSLIDE A GEOLOGICAL HAZARD UNDER SPECIAL ENVIRONMENTAL CONDITION

JIANG Jia-long1,LIU Chang-ping1,ZHANG Zheng2(Institute of Communications Planning and Design of Anhui Province,Hefei,Anhui 230088,China;2.China Railway 24th Bureau Group Co.,Ltd,Shanghai 200083,China)  
Analysis and assessment of engineering geological conditions of a landslide and its stability in Qiaodun Town indicate that the landslide naturally stays as a whole in provisionally stable-deformational state,and becomes entirely deformational-sliding in saturated state.To safeguard people's lives and properties and ensure the road open to traffic in safety,according to the rule for treatment "safety,environmental protection,effectiveness and economy",two schemes are provided for comparing treatment result and safety coefficient calculations.With landslide environmental condition being taken into consideration,footslope anti-slide pile retaining and slope surface anchor pier reinforcement are proposed.
【CateGory Index】: P642.22
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 TAN Wanpeng1,ZHENG Yingren1,CHEN Weibing2(1.Logistical Engineering University,Chongqing 400041,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Studies on the land-slope forecast and early warning by more means in full dynamic discourse[J];Sichuan Building Science;2010-01
2 TANG Zhengguang 1,XU Zemin1,YANG Chunzhen2,ZHAO Huimin1(1.Kunming University of Science and Technology,Kunming 650224,China;2.Yunnan 198 Geology Team Prospect for Coalfield,Kunming 650000,China);The contrast analyse for distortion destroy and reinforce process of one slope[J];Sichuan Building Science;2010-03
3 LI Cunbao,LI Yuanxin,DAI Yushuang,ZHU Zheming(Civil Engineering Institute of Sichuan University,Chengdu 610065,China);Comparative research on the rffect of vehicle load and static load on road shoulder type retaining wall[J];Sichuan Building Science;2011-04
4 ZHAO Jiangang,CHU Xiaogang(Northwest Research Institute of China Railway Engineering Corporation,Lanzhou 730000,China);Conditions of application analysis of per-stressed anchor-wire anti-slide pile by FEM[J];Sichuan Building Science;2012-03
5 QIAN Rang-qing1,LIU Bo2(1.Anhui Communications Technology Institute,Hefei 230051,Anhui,China;2.Hefei Priority Project Construction Bureau,Hefei 230002,Anhui,China);EXPERIMENTAL STUDY OF IMPROVING THE HEFEI EXPANSIVE SOIL WITH QUICK LIME AND GYPSUM[J];Geology of Anhui;2008-02
6 YU Yi-lin(Anhui Hongtai Communications Engineering Design Institute Ltd,Hefei 230022,Anhui,China);QUALITY CONTROL OF ROADBED FILLING CONSTRUCTION OF THE LU-QIAN EXPRESSWAY[J];Geology of Anhui;2009-03
7 LI Chun-ying,WU Zhi-qiang(No.1 Hydrogeology and engineering Geology Exploration Institute of Anhui Bureau of Geology and Mineral Exploration,Bengbu 233000,Anhui,China);SNS FLEXIBLE PROTECTIVE NET USED IN SLOPE BRACING IN THE HUANGSHAN SCENERY[J];Geology of Anhui;2009-03
8 LIU Chang-ping(Institute of Communications Planning and Design of Anhui Province,Hefei,Anhui 230088,China);ANALYSIS AND APPRAISAL OF STABILITY OF HIGH SLOPES OF FREEWAY CUTTINGS IN MOUNTAINOUS AREAS[J];Geology of Anhui;2010-03
9 ZHANG Fang-yan(Highway Administration of Lu'an City of Anhui Province,Lu'an,Anhui 237000,China);Quality control of lime treatment of weak expansive soil roadbed[J];Geology of Anhui;2010-04
10 SHI Sun~1,PANG Jian-yong~1,LONG Qing-ji~2(1.Dept.of Civ.Engn.,Anhui University of Science and Technology,Huainan 232001,China;2.Jiangxi Province Administration of Work Safety,Nanchang 330046,China);Stability analysis of the mineral mountain slope and its engineering application[J];Journal of Anhui University of Technology and Science(Natural Science);2006-02
China Proceedings of conference Full-text Database 10 Hits
1 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
2 Lei Li (Geotechnical Engineering Co.,Ltd of Henan Province,Luoyang,471023);The Apply of the Anti-Sliding Pile of Prestressed Anchor in Slope Treatment[A];[C];2008
3 Li Wenyong (Third Geological Prospeting Team of Henan Bureau of Geological Exploration and Mineral Development,Luoyang,471023);Discusses the SNS Flexible Safety Nets in Mountain Massif High Side Slope Application Shallowly[A];[C];2009
4 Yan Shasha,Li Wuli,Yang Zhiyong (No.4 Geo-exploramant Party,Henan Province Burean of Geo-exploration and Mineral Development,Zhengzhou Henan,450001);Earthquake of Wenchuan triggered landslide deformation characteristics of sand at home and prevention recommendations[A];[C];2011
5 Wang Yubiao1 Rui Yongqin2(1.Shanxi Provincial Communications Planning Surveying & Design Institute,TaiYuan,030012;2.Institute of Road Engineering Geology Disaster,Changsha University of Sciences & Technology,ChangSha,410076);Similar Model Test of Course of Underground River caused Embankment to sink and lost steady[A];[C];2011
6 Wang Jianjun,Liu Zhonglin,Xilintana,Wang Zhihong (Inner Mongolia Hexinyuan Eco-Techonlogy Co.,ltd,Hohhot,010030);The application of the cast-in-situ rc-grid ecological revetment technology in the ecological restoration of riverbank[A];[C];2011
7 LIN Da-chao,ZHANG Rui-hong,QI Hong-wei,ZHANG Fu-qiang (Department of Civil Engineering,North China Institute of Science and Technology,Beijing 101601,China);Multi-scale analysis of displacement evolution of slopes[A];[C];2007
8 WU Zhengsheng (Highway Reconnaissance & Design Institute of Anhui Province);Several Experiences on Defence Design for Mountain Expressway Moat[A];[C];2008
9 HE Manchao1,2, TAO Zhigang1,2, ZHANG Bin1,2 (1. State Key Laboratory for Geomechanics & Deep Underground Engineering Beijing, Beijing 100083, China; 2. Research Center of Geotechnical Engineering, China University of Mining &Technology, Beijing 100083, China);Research on Mechanism and Monitoring Technology of Landslide in Luoshan Mining Area[A];[C];2009
10 TAN Wanpeng 1,2,ZHENG Yingren1,2,CHEN Weibing3(1.Logistical Engineering University,Chongqing 400041,China;2.ChongQing Geological Hazard Control Engineering Technology Research Center,Chongqing 400041,China;3.Shandong Electric Power Engineering Consulting Institute,Jinan 250013,Shandong China);Research On Early Warning-Prediction Of Landslides Through Macro-Observation Displacement Monitoring And Numerical Analysis[A];[C];2009
【Co-references】
Chinese Journal Full-text Database 4 Hits
1 LI Cunbao,LI Yuanxin,DAI Yushuang,ZHU Zheming(Civil Engineering Institute of Sichuan University,Chengdu 610065,China);Comparative research on the rffect of vehicle load and static load on road shoulder type retaining wall[J];Sichuan Building Science;2011-04
2 FENG Yu-long YANG Yong-bo LI Sa;Old bridge transformation and utilization design thought in the expressway extension project[J];Shanxi Architecture;2010-01
3 ZHAO Jun-gang(Shanxi Provincial Design Institute of Communications,Taiyuan,Shanxi 030012,China);Expressway Engineering Geology & Special Subgrade Design[J];Shanxi Science & Technology of Communications;2008-03
4 ZHOU Jian1, 2, WANG Jia-quan1, 3, KONG Xiang-li4, JIA Min-cai1, 2 (1. Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092; 3. Department of Civil Engineering, Guangxi University of Technology, Liuzhou 545006, China; 4. Beijing AGILTECH Engineering Consultans Co., Ltd., Beijing 100037, China);Mesoscopic study of the interface between sandy soil and geosynthetics[J];Chinese Journal of Geotechnical Engineering;2010-01
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