摘要
基于兰州地区离石黄土(Q2)地基土的室内、原位测试试验成果,对其湿陷性、承载力等工程性质以及岩土参数评价进行了讨论,结果表明:兰州地区离石黄土(Q2)湿陷起始压力大于建筑物基底压力,为一般高层建筑物基础的良好地基。
Based on the laboratory and in-situ test results of Lishi Loess（ Q2 ）,the engineering properties,such as the collapsibility and bearing capacity,and the evaluation of soil parameters were discussed in this study. Results indicated that the initial collapse pressure of Lishi loess （ Q2 ）in Lanzhou was greater than the foundation pressure of buildings,as a consequence,Lishi loess could be used as the good foundation for buildings.
出处
《山西建筑》
2014年第26期53-55,共3页
Shanxi Architecture
关键词
黄土(Q2)
湿陷性
变形
工程性质
loess（ Q2 ） collapsibility deformation engineering properties
