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软土地区某基坑失稳事故分析
引用本文:陈翀.软土地区某基坑失稳事故分析[J].地下空间与工程学报,2010,6(Z1).
作者姓名:陈翀
作者单位:上海交通大学土木工程系;
摘    要:主要介绍了上海地区某基坑工程失稳事故。水泥搅拌桩由于施工简便,经济性好等优点,在此工程中作为围护结构使用。但是由于施工场地不合理的堆载及其他一些因素导致基坑东北角水泥搅拌桩围护结构发生破坏。本文通过有限元软件对该事故进行分析,为今后的工程提供依据。

关 键 词:软土  水泥搅拌桩  有限元  失稳

Analysis of a Foundation Pit Instability in Soft Soil Area
Chen Chong.Analysis of a Foundation Pit Instability in Soft Soil Area[J].Chinese Journal of Underground Space and Engineering,2010,6(Z1).
Authors:Chen Chong
Affiliation:Chen Chong (Dept.of Civil Engineering,Shanghai Jiao Tong Univ.,Shanghai 200241,China)
Abstract:This paper presents a case study of an instable trouble in Shanghai.Cement mixing pile had been used in this project because of its facility construction and lower payment.But due to the improper preloading and bad weather,slippage happened in the north east part of excavation.FEM software analysis has been introduced in this project and some conclusions have been made for future construction.
Keywords:soft soil  cement mixing pile  FEM analysis  instability  
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