摘要
通过大型室内模拟试验,对异形上部结构(L形)作用下的位于角端的相邻裙房的地基变形与地基反力进行了研究。通过研究发现实际工程中在该区域底板经常发生破坏的机理,并提出了相应的解决措施。
Through simulated tests in laboratory,contact pressure and deformation of foundation under corner of skirt building adjacent to abnormity high-rise buildings( L-shape tall buildings) was studied. The results indicated the major failure mechanism of soleplate in this area. Accordingly,solving measures were presented.
出处
《施工技术》
CAS
北大核心
2014年第S2期106-107,共2页
Construction Technology
关键词
高层建筑
框架结构
厚筏基础
地基反力
地基沉降
tall buildings
frame structure
thick raft foundation
subgrade reaction
foundation deformation
