摘要
通过ANSYS建立整体模型,分析了预应力蛋形消化池的地下连续墙与土相互作用以及流固耦合作用,从整体上综合考虑了结构的性能,结果表明地下连续墙作为蛋形消化池的基础,同时又作为基坑围护结构是安全的。
Through establishing overall model by applying ANSYS, the paper analyzes underground continuous wall-soil interaction and fluid-solid coupling of prestressed egg-shaped digester, and comprehensively considers its structural performance. Results show that as the base of eggshaped digester and the foundation enclosure structure, underground continuous wall is safe.
出处
《山西建筑》
2013年第7期55-56,共2页
Shanxi Architecture
基金
上海建委科学技术委员会科研项目(项目编号:A0105148)
关键词
预应力蛋形消化池
地下连续墙
围护结构
prestressed egg-shaped digester
underground continuous wall
enclosure structure
