摘要
针对武昌地区古河道地层特殊的岩土工程性质,从古河道地层的物理力学特征、渗透性等方面对岩土工程性质进行了研究,通过两个公式计算出含粘性土粉砂层压缩模量和承载力特征值,以供参考。
In light of the geological engineering quality of special stratum of ancient Yangze river in Wuchang region, the paper studies the geological engineering quality from aspects of physical-mechanical features and penetration of ancient river stratum, and calculates the compression modulus and bearing capacity value of cohesive soil silt with two formulas, with a view to provide some guidance.
出处
《山西建筑》
2013年第10期83-84,共2页
Shanxi Architecture
关键词
古河道
含粘性土粉砂
压缩模量
承载力
ancient river
cohesive soil sih
compression modulus
bearing capacity