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抗滑桩桩间土土拱效应有限元分析研究
引用本文:李亚平,陈莉.抗滑桩桩间土土拱效应有限元分析研究[J].平顶山工学院学报,2008,68(3):64-66.
作者姓名:李亚平  陈莉
作者单位:1. 安徽省公路勘测设计院,安徽,合肥230041
2. 河南神马氯碱发展有限责任公司,河南,平顶山467242
摘    要:采用二维有限元技术分析矩形抗滑桩桩间土土拱效应问题,得知在一定的桩间距下桩土效应较为明显,并通过案例对桩间距和桩问土粘聚力对桩土效应的影响作了分析,提出土拱效应的存在条件,土的性质对土拱效应的影响,得出工程实际中合理的桩间距.

关 键 词:抗滑桩  土拱效应  有限元  桩间距  桩土承载比

Analysis of arching effect of soil among anti-slide piles by finite element method
LI Ya-ping,Chen Li.Analysis of arching effect of soil among anti-slide piles by finite element method[J].Journal of Pingdingshan Institute of Technology,2008,68(3):64-66.
Authors:LI Ya-ping  Chen Li
Affiliation:LI Ya-ping1,Chen Li2 (1.Highway Survey & Design Institute,Hefei 230041,China,2.Henan Shenma Chlor-Alkali Development Co.Ltd.,Pingdingshan 467262,China)
Abstract:This paper conducts an effective analysis on the arching effect of soil between anti-slide piles,which are arranged in rectangular patterns,by two-dimensional finite element technique.This research indicated that the pile-soil effect seemed to be obvious when the piles were arranged at certain spacing.The effect of spacing between piles and cohesion of soil on the pile-soil effect was analyzed by case study.The occurring condition for arching effect was obtained;the effect of property of soil on arching eff...
Keywords:anti-slide piles  arching effect  finite element  spacing  bearing ratio between pile and soil  
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