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临海复杂地质条件下深基坑围护设计和施工技术
引用本文:邢相伦,邹传学,吕文祥,王海滨,李兆斌.临海复杂地质条件下深基坑围护设计和施工技术[J].水运工程,2005(11):81-84.
作者姓名:邢相伦  邹传学  吕文祥  王海滨  李兆斌
作者单位:1. 山东省筑港总公司,山东,青岛,266032
2. 青岛理工大学,山东,青岛,266033
摘    要:通过对地下室深基坑围护的设计方案论证,采用旋喷止水帷幕结合自然放坡和明沟排水的方案成功解决了临海复杂地质条件下深基坑围护施工的问题。

关 键 词:深基坑  围护  设计  施工技术
文章编号:1002-4972(2005)11-0081-04
收稿时间:2005-06-28
修稿时间:2005年6月28日

Design and Construction of Deep Foundation Surrounding Under Complicated Geologic Condition near Sea
XING Xiang-lun,ZOU Chuan-xue,L Wen-xiang,WANG Hai-bin,LI Zhao-bin.Design and Construction of Deep Foundation Surrounding Under Complicated Geologic Condition near Sea[J].Port & Waterway Engineering,2005(11):81-84.
Authors:XING Xiang-lun  ZOU Chuan-xue  L Wen-xiang  WANG Hai-bin  LI Zhao-bin
Institution:1. Shandong Port Construction Corporation, Qingdao 266032, China; 2. Qingdao Technological University, Qingdao 266033, China
Abstract:Based on the demonstration on design schemes of basement foundation pit surrounding, the scheme of rotarily-spouted sealing curtain combining with naturally made slope and open ditch drainage is applied, which solved successfully the problem of deep foundation pit surrounding construction under complicated geologic condition near sea.
Keywords:deep foundation pit  suirounding  design  construction technique
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