摘要
以南方某钢厂淤泥质粉质粘土为例,通过分析室内土工试验,总结该场地淤泥质粉质粘土的变形性,建立起其物理、力学性质之间的函数关系,并分析该地基处理后软土的沉降规律,为经济合理的使用软土地基提供参考。
This article cite an instance of mud-siltly clay project in an iron and steel company. The geotechnical lab tess and research of the deformation of the mud-siltly clay are analyzed. It was found the functional relation of their physical and mechanics properties. At last analysis the law of the soft foundation settlement with a subgrade treatment project. The paper can provide relevant data for using economically and reasonably.
出处
《土工基础》
2006年第1期17-20,共4页
Soil Engineering and Foundation
关键词
淤泥质粉质粘土
土工试验
应力~应变
沉降
mud-siltly clay
geotechnical lab test
stress-strain relation settlement
