摘要
本文根据饱和土的孔隙比与含水量的理论关系.对2394组土工试验资料的孔隙比与分水量进行了数理统计,建立了二者间的回归方程,总结出了在勘察现场估算饱和土承载力的简易方法。
According to the theoretical relationship between the void ratio and water content of the saturated soil,the mathematical statistics about the data of void ratio and water content,tested from the 2394 groups of soil samples,has been made here,and the regression equation between them has also been set up.At same time,the simple method for estimating the bearing capacity of the saturated soil in the geological survey site has been summed up.
出处
《吉林建筑工程学院学报》
CAS
1997年第1期27-30,38,共5页
Journal of Jilin Architectural and Civil Engineering
关键词
土
含水量
工程勘察
孔隙比
承载力
degree of saturation
water content
void ratio
bearing capacity