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广西地矿局科技业务楼深基坑施工实例
引用本文:韦漠,苏力才,梁官华,李世新,周葛源.广西地矿局科技业务楼深基坑施工实例[J].探矿工程(岩土钻掘工程),2006,33(8):11-16.
作者姓名:韦漠  苏力才  梁官华  李世新  周葛源
作者单位:广西第一地质工程公司,广西,南宁,530031
摘    要:介绍了广西地矿局科技业务楼深基坑桩锚+高压旋喷止水帷幕联合支护形式、渗透系数试验、锚索试验,以及施工质量控制措施。

关 键 词:基坑支护  支护桩  锚索  高压旋喷止水
文章编号:1672-7428(2006)08-0011-06
收稿时间:2006-07-06
修稿时间:2006年7月6日

Field Case of Foundation Pit Construction of Scientific Building of Guangxi Bureau of Geology and Mineral
WEI Mo,SU Li-cai,LIANG Guang-hu,LI Shi-xin and ZHOU Ge-yuan.Field Case of Foundation Pit Construction of Scientific Building of Guangxi Bureau of Geology and Mineral[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(8):11-16.
Authors:WEI Mo  SU Li-cai  LIANG Guang-hu  LI Shi-xin and ZHOU Ge-yuan
Affiliation:The 1st Geo-engineering Company of Guangxi;The 1st Geo-engineering Company of Guangxi;The 1st Geo-engineering Company of Guangxi;The 1st Geo-engineering Company of Guangxi;The 1st Geo-engineering Company of Guangxi
Abstract:The paper outlines combined supporting with pile anchor in deep foundation pit and high-pressure spiral jetting diaphragm, experiment on osmotic coefficient and anchor cable are made, and construction quality control is introduced.
Keywords:retaining wall of foundation pit  retaining pile  anchor cable  high-pressure spiral jetting diaphragm
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