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组合支护体系下基坑放坡段安全性分析
引用本文:曹俊杰,董波,陈培帅. 组合支护体系下基坑放坡段安全性分析[J]. 山西建筑, 2014, 0(7): 67-68
作者姓名:曹俊杰  董波  陈培帅
作者单位:[1]太仓市建筑安全监督站,江苏苏州215400 [2]中交二航局技术中心,湖北武汉430040
摘    要:摒弃组合体系的相互干扰因素,采取单项分析方法,对放坡和排桩组合体系下的深基坑进行放坡段单项分析,根据计算结果提出了相应的施工措施,相关研究成果可以为其他相关工程提供参考。

关 键 词:基坑  放坡  强度折减  组合支护体系

On safety analysis of step-slope section at foundation pits under combined support system
CAO Jun-jie,DONG Bo,CHEN Pei-shuai. On safety analysis of step-slope section at foundation pits under combined support system[J]. Shanxi Architecture, 2014, 0(7): 67-68
Authors:CAO Jun-jie  DONG Bo  CHEN Pei-shuai
Affiliation:CAO Jun-jie DONG Bo CHEN Pei-shuai
Abstract:Abstract: Discarding the mutual interference of the combined system, the paper adopts the individual analysis methods, undertakes the step- slope individual analysis of the deep foundation pits under the step-slope and piling combined systems, points out the respective construction measures according to the calculation results, and provides some reference for the related projects according to the relative research results.
Keywords:Key words: foundation pit   step-slope   strength reduction   combined support system
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