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高压旋喷注浆在码头岸坡开挖过程中的应用
引用本文:季大闰,尹长虹.高压旋喷注浆在码头岸坡开挖过程中的应用[J].水运工程,2006(9):85-87.
作者姓名:季大闰  尹长虹
作者单位:1. 浙江省交通规划设计研究院,浙江,杭州,310006
2. 中交水运规划设计院,北京,100007
摘    要:某码头工程在采用围堰进行岸坡开挖过程中,受江水和地下水位的影响,基坑内有水渗入导致工程无法进行。采用高压旋喷注浆进行止水防渗处理后,地下水得到了有效的控制,保证了基坑进一步开挖和浆砌块石护坡方案的顺利施工。

关 键 词:高压旋喷注浆  基坑止水防渗  质量控制
文章编号:1002-4972(2006)09-0085-03
收稿时间:2006-04-26
修稿时间:2006年4月26日

Application of Jet Grouting for Bank Slope Excavation in a Harbor Construction
JI Da-run,YIN Chang-hong.Application of Jet Grouting for Bank Slope Excavation in a Harbor Construction[J].Port & Waterway Engineering,2006(9):85-87.
Authors:JI Da-run  YIN Chang-hong
Institution:1. Zhengjiang Provincial Plan, Design and Research Institute of Communications, Hangzhou 310006, China; 2. China Communications Planning and Design Institute for Water Transportation, Beijing 100007, China
Abstract:During bank slope excavation in cofferdam in a harbor construction,the work had to be suspended due to water leakage(river water and ground water) into the foundation pit.By adopting jet grouting,ground water was controlled effectively,and thus further excavation and implementation of the scheme of grouted rubble revetment were ensured.
Keywords:jet grouting  water-seal and seepage-proof of foundation pit  quality control
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