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基坑工程中放坡开挖失稳的因素分析
引用本文:孙立宝. 基坑工程中放坡开挖失稳的因素分析[J]. 探矿工程(岩土钻掘工程), 2014, 41(1): 78-81
作者姓名:孙立宝
作者单位:浙江有色建设工程有限公司天津分公司
摘    要:基坑工程施工中,在条件允许的情况下放坡开挖是首选方案。放坡开挖相对简单,造价经济。但随着应用增多,也出现过垮塌的情况。结合几起失稳的案例,对基坑放坡开挖中可能引起失稳的因素进行了分析,并提出相应的预防措施。

关 键 词:基坑工程  放坡开挖  失稳  预防措施
收稿时间:2013-09-11
修稿时间:2013-09-11

Analysis on the Instability Factors of Excavation without any Protection in Foundation Pit Engineering
SUN Li-bao. Analysis on the Instability Factors of Excavation without any Protection in Foundation Pit Engineering[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2014, 41(1): 78-81
Authors:SUN Li-bao
Affiliation:Zhejiang Nonferrous Gonstruction Engineering Co., Ltd.
Abstract:In the construction of foundation pit engineering, because of the simple operation and low cost, excavation without any protection is preferred if conditions permit. But with the increasing application, the collapse also appeared. Combined with several failure cases of excavation instability, analysis is made on the factors which may cause instability in excavation without any protection with corresponding preventive measures put forward.
Keywords:foundation pit engineering   excavation without any protection   instability   preventive measure
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