摘要
通过对上海轨道交通4号线宜山路站南、北端头井、穿越段及存车段基坑开挖施工监测数据的整理和分析,介绍几点影响地墙位移的因素,并提出几条建议,可供车站标准段基坑施工借鉴。
Through the collection and analysis of the monitoring data from excavation construction of the south and north end shaft,underpass section and vehicle stabling section of Yishan Road Station of Shanghai Rail Transit Line 4,some factors influencing the displacement of diaphragm wall are obtained.Suggestions are given for the reference in the later excavation of the station's standard section.
出处
《地下工程与隧道》
2006年第3期19-21,25,共4页
Underground Engineering and Tunnels
