首页 | 本学科首页   官方微博 | 高级检索  
     

芜湖地下人防工程异型基坑围护工程设计
引用本文:刘文白,王梦瑜,车寿川. 芜湖地下人防工程异型基坑围护工程设计[J]. 岩土工程学报, 2006, 28(Z1): 1600-1604
作者姓名:刘文白  王梦瑜  车寿川
作者单位:1. 上海海事大学交通运输学院,上海,200135
2. 云南省航务管理局,云南,昆明,650000
基金项目:上海市重点学科建设基金;云南省交通厅科研基金
摘    要:对芜湖某住宅小区地下人防工程的异型基坑围护进行了工程设计研究。该地下人防工程的基坑平面形状复杂,基坑边缘折转角多处为阳角,地上建筑物与基坑边缘距离近,建筑物边缘距基坑边缘净距的最小距离为4.50 m。针对这些条件,采用了水泥搅拌桩挡墙,结合门式钻孔灌注桩进行局部加固的基坑围护结构设计方案,有效解决了工程设计中的问题,可应用于工程实践。

关 键 词:基坑  围护结构  变形控制  稳定性
文章编号:1000-4548(2006)S0-1600-05
修稿时间:2006-04-13

Design of unique pit exterior-protected construction engineering on underground civil air defense in Wuhu city
LIU Wen-bai,WANG Meng-yu,CHE Shou-chuan. Design of unique pit exterior-protected construction engineering on underground civil air defense in Wuhu city[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(Z1): 1600-1604
Authors:LIU Wen-bai  WANG Meng-yu  CHE Shou-chuan
Abstract:The design of unique pit exterior-protected construction on underground civil air defense in Wuhu city was introduced.The plane form of the pit was complex owing to many external corners.The distance between the building and the edge of pit is short,and the nearest one is only 4.50 m.To solve this disadvantage above mentioned,cement-soil walls and portal filling piles were used.This design efficiently solved the problem in EDP and could be used in engineering.
Keywords:foundation pit  exterior-protected construction  deformation control  stability
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号