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《Journal of Geological Hazards and Environment Preservation》 2009-02
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NUMERICAL ANALYSIS FOR STABILITY OF RESERVOIR BANK IN FLOOD AND DROUGHT PERIOD

LI Jiang-feng1,CHEN Liang-zhi1,CHEN Yu-long2(1.Bureau of Geological Exploration of Chongqing Province,208 Branch of Hgdrogeology & Engineering,Chongqing 400700,China;2.Chongqing University,Chongqing 400044,China)  
In the slope stability analysis of Reservoir Bank,according to the traditional method of calculating landslide stability to search sliding surface,itself is a tedious work,and the effects of changes in the water level make this problem more complex.Numerical analysis methods reflect its advantages in this area.In this paper,using professional geotechnical engineering software FLAC3D calculation software to analysis the Yangjiaba landslide in the dry season and floods,research of two periods landslide on the deformation and stress condition,determine the stability of the landslide.The results showed that the numerical method is worthy means in landslide stability calculation.
【CateGory Index】: P642.22
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 FU Hai-ying~1,FENG Jun~1,LI You-ming~2(1.School of Civil Engineering, Southwest Jiaotong University,Chengdu610031,China;2.Second Engineering Bureauo of MOR,Chengdu610031,China);On the interaction between the super sized girder carrier and the foundation of the casting yard[J];Building Science Research of Sichuan;2005-03
2 LI Zhen-dong et al;A Study on Numerical Simulation of Supporting System for Metro Tunnel[J];Underground Space;2004-01
3 LV Guo-ren1,2,CUI Xin-zhuang1,DONG Lin-lin1(1.School of Civil Engineering Shandong University,Jinan Shandong 250061,2.Weiru Express Highway Project Office,Weihai Shandong 264205);Comprehensive Treatment on the High Cutting Slope of Weiru Express Highway[J];Chinese Journal of Underground Space and Engineering;2008-04
4 TANG Sheng-chuan,YANG Wei,ZHANG Chang-lin(Chongqing Communication Research and Design Institute,Chongqing 400067,P.R.China);Research on Slope Failure Mode of Wenchuan to Lixian Section at National Highway No.317 after Wenchuan Earthquake[J];Chinese Journal of Underground Space and Engineering;2008-06
5 Ouyang Xiulan~1 Zhan Wenfeng~2(1.Guangzhou Maritime College,Guangdong 510725,China;2.China University of Mining & Technology-beijing,Beijing 100083,China);A Contrastive Study of FLAC Simulation Methods in Fault[J];Journal of Beijing Vocational & Technical Institute of Industry;2006-04
6 WANG Peng, QIAO Lan, LI Changhong, CAI Meifeng Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope[J];Journal of University of Science and Technology Beijing;2003-02
7 LI Ting-chun ~(1),SHA Xiao-hu~(2),ZOU Qiang~(3) (1.Shandong University of Science & Technology, Tai'an 271019,China; 2.Shandong Sanjian Construction Project Shares Co,Ltd,Ji'nan 250000,China; 3.China Coal Consultant International, Beijing 100713, China);Seismic Effect of High Slope under the Action of Blasting Load and Research on Blasting Vibration Reduction Methods[J];Blasting;2005-01
8 WANG Qing-ping(The Three-gorge Project Command of Armed Police Hyuropower Team, Yichang 443133,China);Blasting for Treating a Dangereous Rock in Complicated Surroundings[J];Blasting;2006-01
9 LI Xiang-long,MIAO Yan-gang,YANG Yi,ZHANG Zhi-yu,WANG Guo-hua(Kunming University of Science and Technology,Kunming 650093,China);Slope Stability Analysis Under Influence of Blasting Vibration[J];Blasting;2006-04
10 Deng Hui, Huang Runqiu (Chengdu University of Technology, China);DEVELOPMENT CHARACTERS AND KINEMATIC COURSE OF THE YANKOU LANDSLIDE[J];JOURNAL OF CHENGDU UNIVERSITY OF TECHNOLOGY;1999-03
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