摘要
针对当前工程建设中的大底盘结构先进行主楼施工,再进行裙房或地下车库基坑开挖,对主楼地基安全会产生不利影响这一问题,通过太沙基地基整体剪切破坏模型,对裙房或地下车库基坑开挖距主楼的安全距离进行了探讨,以确定最佳的安全距离,保证主楼地基安全。
Abstract： In light of negative impact of current engineering construction procedure of main building construction, annex or underground garage foundation excavation upon main building foundation security, based on integral shear failure model of Tai-Sha base, the article explores the safe distance of annex or underground garage foundation excavation and main building, with a view to determine optimal safe distance and to guarantee main building foundation security.
出处
《山西建筑》
2014年第7期69-70,共2页
Shanxi Architecture
关键词
安全距离
整体剪切破坏
极限平衡状态
Key words： safe distance, integral shear failure, limit equilibrium state
