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软弱土层中深基坑工程的系统施工技术
引用本文:李连祥,朱金德,郝晓平. 软弱土层中深基坑工程的系统施工技术[J]. 岩土力学, 2004, 25(Z1): 129-132
作者姓名:李连祥  朱金德  郝晓平
作者单位:1. 山东科技大学,山东,泰安,271019;济南市勘察测绘研究院,山东,济南,250013
2. 济南市勘察测绘研究院,山东,济南,250013
摘    要:介绍了综合采用支护桩、截水帷幕、降水、回灌和锚喷支护等系统施工技术,成功地完成了在粉土、淤泥质粘土中、水位埋深在1.3m,基坑开挖至13.0m深的深基坑工程。

关 键 词:截水帷幕  支护桩  降水  回灌  锚喷支护
文章编号:1000-7598-(2004)增刊-0129-04
修稿时间:2004-07-16

Systematic construction technology of deep excavation engineering in soft soil
LI Lian-xiang,,ZHU Jin-de,HAO Xiao-ping. Systematic construction technology of deep excavation engineering in soft soil[J]. Rock and Soil Mechanics, 2004, 25(Z1): 129-132
Authors:LI Lian-xiang    ZHU Jin-de  HAO Xiao-ping
Affiliation:LI Lian-xiang1,2,ZHU Jin-de2,HAO Xiao-ping2
Abstract:The retaining and protecting piles, curtain for cutting off water, dewatering, recharging and shotcrete-anchor retaining are integrated the systematic constrction technology; and it successfully used in a deep excavation engineering, of which the depth is 13m and the groundwater is at -1.3m level.
Keywords:curtain for cutting off water  retaining and protecting piles  dewatering  recharging  shotcrete-anchor retaining  
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