摘要
本文根据饱和土的孔隙比与重力密度之间存在的反比例关系,提出了现场估算饱和粘性土承载力的有效方法,探讨了其可靠性和适用条件.
In this paper,according to the inverse proportional relationship existing be- tween the void ratio and the gravity density of saturated soil, the effective method for estimating the bearing pressure of saturated clay on the job site has been proposed,and the its raliability and applicable conditions have also been studied here.
出处
《吉林建筑工程学院学报》
CAS
1997年第3期42-46,共5页
Journal of Jilin Architectural and Civil Engineering
关键词
土
重力密度
工程勘探
void ratio
gravity density
degree of saturation
