摘要
根据深圳地铁工程勘察成果,对花岗岩残积土的物理力学性质进行了分析,阐述了花岗岩残积土的颗粒分析、孔隙比、压缩特征等,对深圳地区花岗岩的工程性质有了初步了解。
According to the survey results of Shenzhen Subway Project, this paper analyzes the physco-mechanical properties of granite residual soil, expounds the particle analysis, void ratio, and compression features, etc. of granite residual soil, capturing initial information on the engineering natures of granite in Shenzhen City.
出处
《科技情报开发与经济》
2010年第6期161-163,共3页
Sci-Tech Information Development & Economy
关键词
花岗岩残积土
物理力学性质
颗粒组成
孔隙比
granite residual soil
physco-mechanical properties
particle composition： void ratio
