摘要
通过某煤矿原煤仓地基变形导致上覆建筑出现变形破坏的工程实例,对该建筑地基土构成及其均匀性、承载力情况进行了分析,并针对地基破坏特征,提出了相应的地基处理措施,可为我国北方地区软质岩屑夹层地基处理加固提供借鉴。
Through the engineering example of overlying building deformation failure of a coal mine raw coal silo foundation deformation, this paper analyzed the building foundation soil composition and its homogeneity, bearing capacity situation, and according to the lower failure characteristics, put forward corresponding foundation treatment measures, could provide reference for soft debris foundation treatment reinforcement in North China.
出处
《山西建筑》
2015年第8期101-103,共3页
Shanxi Architecture
关键词
软质岩屑地基
地基沉降
不均匀地层
承载力
soft debris foundation, foundation settlement, uneven settlement, bearing capacity
