摘要
结合三峡库区某生态系统试验站的设计实例,考虑耦合挡土墙的抗倾覆、抗滑移、稳定性、抗震性及防水性等因素,采用PKPM和理正挡土墙软件建立了模型,分析了坡地建筑半地下室挡土墙的设计问题,研究结果表明:采用挡土墙与主体结构整体设计的方法,结构的整体性能更好。
Combined with the design of three gorges reservoir area a ecosystem experimental station,coupling of the retaining wall overturning resistance,anti slip,stability,seismic performance and waterproofing performance of factors,by PKPM and Lizheng block wall software to build a model,analyzes the hillside building semi basement retaining wall design problems. The research results show that: the retaining wall and the main structure of the overall design method,the structure of the overall performance is better.
出处
《山西建筑》
2016年第8期90-91,共2页
Shanxi Architecture
基金
宜昌市科学技术局研究项目资助:坡体中斜向受荷桩动静承载特性研究(项目编号:A13-302a-06)
关键词
坡地建筑
挡土墙
稳定性
防水构造
hillside building
retaining wall
stability
waterproof structure