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深基坑围护结构涌水涌砂防止技术措施
引用本文:盛习德,李柽.深基坑围护结构涌水涌砂防止技术措施[J].现代城市轨道交通,2012(4):43-45.
作者姓名:盛习德  李柽
作者单位:1. 中原建设监理咨询有限公司,高级工程师,河北邯郸056003
2. 不详
摘    要:对深基坑工程围护结构涌水涌砂施工风险进行简要分析,在此基础上提出了深基坑围护结构设计、施工及基坑开挖不同阶段地下连续墙渗漏防止措施,为今后类似工程的施工提供经验借鉴。

关 键 词:深基坑  围护结构  涌水  涌砂  防止  措施

Measures to Prevent Gushing of Water and Sand in Deep Foundation Pit Structure
Sheng Xide,Li Cheng.Measures to Prevent Gushing of Water and Sand in Deep Foundation Pit Structure[J].Modern Urban Transit,2012(4):43-45.
Authors:Sheng Xide  Li Cheng
Institution:Sheng Xide, Li Cheng
Abstract:The paper briefly analyzes construction risks of gushing water and sand in deep excavations envelope structure. Based on the analysis, structure design of deep foundation pit, construction and excavation of foundation pit at different stages of underground continuous wall seepage and preventive measures are put forward, providing experience for similar projects in the future.
Keywords:deep foundation pit  envelope structure  gushing water  gushing sand  prevent  measure
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