首页 | 本学科首页   官方微博 | 高级检索  
     

基坑开挖支护中土拱效应分析
引用本文:孙 强,马 平,张晓科. 基坑开挖支护中土拱效应分析[J]. 岩土力学, 2006, 27(Z1): 733-736
作者姓名:孙 强  马 平  张晓科
作者单位:中国科学院地质与地球物理研究所 北京 100029
摘    要:针对基坑工程领域土拱理论,分析了几个值得探讨的问题。土拱的存在形式是三维的,根据不同位置将土拱分为3类:桩间拱、桩后侧向拱和垂向拱。针对地下水对拱的破坏效应,提出了微结构失稳突变模型。对土拱的分析探讨期待对土拱理论的发展和完善起到积极作用。

关 键 词:土力学  土拱作用  突变  结构失效  
收稿时间:2006-06-28

Analysis of soil arch action during excavation and supporting of foundation pits
SUN Qiang,MA Ping,ZHANG Xiao-ke. Analysis of soil arch action during excavation and supporting of foundation pits[J]. Rock and Soil Mechanics, 2006, 27(Z1): 733-736
Authors:SUN Qiang  MA Ping  ZHANG Xiao-ke
Affiliation:Institute of Geology and Geophysics, Chinese Academy of Science, Beijing 100029, China
Abstract:Soil arches effect is a hot topic in foundation project. In this paper, we analyzed several the questions which are worth discussed, for example the existence of soil arches and the groundwater to the destruction effect of arches. We proposed the constructive opinion, and anticipated to take a positive role in the development of soil arches theory.
Keywords:soil mechanics  soil arching effect  catastrophe  structure expiration  
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号