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隔渗技术在深基坑止水工程中的应用
引用本文:张立明. 隔渗技术在深基坑止水工程中的应用[J]. 工程建设与设计, 2006, 0(6): 48-51
作者姓名:张立明
作者单位:浙江中房建筑设计研究院,浙江,嘉兴,314000
摘    要:详细论述了所采用的结合减压降水的全封闭隔渗方案的设计、高喷注浆工程参数的设计,并介绍了通过钻孔取芯进行抗压、抗渗试验,检验隔渗工程质量的结果,以及处理情况。

关 键 词:深基坑  隔渗帷幕  高压喷射注浆  施工技术
文章编号:1007-9467(2006)06-0048-04
收稿时间:2006-02-01
修稿时间:2006-02-01

The Application of Seepage Proof Technique in Deep Foundation Pit Water Seal Project
ZHANG Li-ming. The Application of Seepage Proof Technique in Deep Foundation Pit Water Seal Project[J]. Construction & Design for Project, 2006, 0(6): 48-51
Authors:ZHANG Li-ming
Affiliation:ZhejiangZhong-fang institute of architecture design,Jiaxing 314000, China
Abstract:This passage particularly discuss the adopted design of combination-decompression - precipitation full-close seepage proof project, and the design of high-pressure jet grouting project parameters. And then introduce the results of seepage proof quality through the drilling core compression and seepage tests, as well as the disposal instances.
Keywords:deep foundation pit   seepage proof curtain   high pressure jet grouting   construction technique
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