摘要
重庆隆鑫中心为商业综合体,共设七层地下室,地下室外墙最高处近40m。为满足嵌固要求,地下室与周边支护间进行了回填,该文分析了在有限填土作用下地下室外墙侧向土压力的计算方法,结论可以为以后类似工程的设计提供参考。
Chongqing Loncin Center is a commercial complex with a 7-storey basement, of which the top of the external wall is about 40 meters high. To meet the requirements for embedment, the basement and its surrounding supports are backfilled. This paper analyzed the approach to calculate the lateral earth pressure on the external wall of the basement under the effect of limited backfills, and the conclusions obtained can be used as reference for future design of similar projects.
出处
《重庆建筑》
2016年第7期61-63,共3页
Chongqing Architecture
关键词
超深地下室外墙
静止土压力
有限填土压力
用钢量
external walls of ultra-deep basement
static soil pressure
limited soil-fill pressure
steel consumption
