摘要
基于杭州地铁某超深车站的土压力监测数据,分析了现有土压力计算模型在软土地区超深基坑设计中的适用性,通过分析土压力变化数据,对超深基坑的设计提出了可行的建议。
Based on the earth pressure monitoring data of Hangzhou subway a ultra deep station, this paper analyzed the applicability of existing earth pressure calculation model in soft soil base ultra deep foundation pit design, through the analysis on earth pressure variation data, provided feasible suggestions for ultra deep foundation pit design.
出处
《山西建筑》
2015年第8期111-113,共3页
Shanxi Architecture
关键词
土压力
超深基坑
软土地区
分布
soil pressure, ultra deep foundation pit, soft soil area, distribution
