软土地区圆形深基坑地连墙变形规律研究  

Analysis and Research on Deformation Features of Diaphragm Walls of Around Circular Deep Foundation Pit in Soft Soil Area

作　　者：赵子鑫[1] 李文勇[1] 武霄[1] Zhao Zixin;Li Wenyong;Wu Xiao(CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China)

机构地区：[1]中交第一航务工程勘察设计院有限公司

出　　处：《港工技术》2019年第B06期129-131,共3页Port Engineering Technology

摘　　要：本文以北方某港口翻车机房深基坑工程为背景,施工过程中布置了多项监测措施,对基坑围护结构的水平、竖向位移和深层水平位移进行了连续观测,并对其进行分析和研究,对施工过程的信息化施工和安全控制提供了依据。Based on the deep foundation pit project of a dumper room in a port in the north of China, several monitoring measures are arranged during the construction process. The horizontal, vertical and deep horizontal displacements of the retaining structure of the foundation pit are continuously observed, analyzed and studied, which provides a basis for information construction and safety control in the construction process.

关 键 词：圆形深基坑 地连墙 基坑监测 

分 类 号：TU476.3[建筑科学—结构工程]