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基于FEM的边坡抗滑治理效果分析
引用本文:蹇佳洲,马文生.基于FEM的边坡抗滑治理效果分析[J].安徽地质,2008,18(1):54-57.
作者姓名:蹇佳洲  马文生
作者单位:天津市市政工程设计研究院岩土勘察分院,天津,300201;天津市市政工程设计研究院岩土勘察分院,天津,300201
摘    要:本文以三峡库区巴东县太矶头滑坡整治工程为对象,通过非线性有限元法(FEM),模拟抗滑桩在边坡体中的与土体的相互作用,通过对设抗滑桩前后滑坡体的应力分析,探讨桩土共同作用的一些规律,为滑坡防治工程设计提供参考,并对抗滑治理效果进行分析。

关 键 词:有限元法(FEM)  抗滑桩  应力  桩土共同作用  抗滑治理效果
文章编号:1005-6157(2008)01-54-03
修稿时间:2007年3月12日

ANALYSIS OF THE EFFECT OF FEM-BASED SLOPE ANTI-SLIDE TREATMENT
JLAN Jia-zhou,MA Wen-sheng.ANALYSIS OF THE EFFECT OF FEM-BASED SLOPE ANTI-SLIDE TREATMENT[J].Geology of Anhui,2008,18(1):54-57.
Authors:JLAN Jia-zhou  MA Wen-sheng
Institution:JIAN Jia-zhou,MA Wen-sheng(Geotechnical Reconnaissance Branch of Tianjin Municipal Engineering Design , Research Institute,Tianjin 300201,China)
Abstract:With landslide treatment engineering at Taijitou,Badong County,the Three Gorges Reservoir Area as an example,this paper,based on non-linear finite element method(FEM),simulated the interactions of anti-slide piles with earth body at the slope,analysed the stress status of the sliding body before and after anti-slide piles were set,and discussed some common laws on pile-earth interactions.The treatment results were concluded and the method may be used for reference for other similar engineering.
Keywords:FEM  anti-slide pile  stress  pile-earth interaction  anti-slide treatment effect  
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