摘要
结合地质条件,采用三维有限元法对某高层建筑采用的地基处理方案的强度及变形进行了理论计算,分析论证了该建筑出现不均匀沉降的原因,为同行技术工作者提供了借鉴和经验。
Combining with geological conditions,this paper made theoretical calculation to the strength and deformation of a high-rise building using foundation treatment scheme using 3D finite element method,analyzed the causes of uneven settlement of this building,provided reference and experience for the peer technology workers.
出处
《山西建筑》
2013年第2期70-72,共3页
Shanxi Architecture
关键词
高层建筑
强度
变形
不均匀沉降
high-rise building
strength
deformation
uneven settlement
