高地下水位下的深基坑综合支护技术  

COMPREHENSIVE SUPPORTING TECHNOLOGY OF DEEP FOUNDATION PIT UNDER HIGH GROUNDWATER LEVEL

作　　者：韩涛[1] 张绪涛[1] 

机构地区：[1]聊城大学建筑工程学院,山东聊城252059

出　　处：《建筑技术》2010年第2期181-183,共3页Architecture Technology

摘　　要：聊城市东昌湖畔某高层住宅基坑开挖深度7.2m,地下水位距地表2.0m,周边环境复杂,基坑支护综合采用了深层搅拌桩、钻孔灌注桩、锚杆和土钉墙等多种支护措施,取得了良好的加固效果。A high-rise resident building is located at Dongchang Lakeside in Liaocheng city. The depth of its foundation pit is 7.2m. The groundwater level is high. The surroundings of foundation pit is very complicated. Some supporting technology, such as, deep mixing pile, cast-in-place bored piles, bolt and soil nailing wall is applied. The effects of reinforcement is well.

关 键 词：高地下水位 深基坑 综合支护技术 

分 类 号：TU554.12[建筑科学—建筑技术科学]