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《Geology of Anhui》 2011-04
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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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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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