摘要
系统地研究了粘土质岩石残积粘性土的微观结构特征、物质组成、原位状态特征,从而得出了该类粘性土原位稠度状与实验测试产生差异的原因,从而为该类残积土的承载力分析提供了科学依据。
The microtextures feature, material composition, and in-situ consistence characters are researched in the present paper for the residual cohesive soil of clayey rocks, the consistence differences between the in situ and laboratory results arc analyzed as the same. Therefore, which proved the scientific basis for the bearing capacities analysis of the residual soils.
出处
《西部探矿工程》
CAS
2005年第11期11-13,共3页
West-China Exploration Engineering
关键词
粘土质岩石
残积粘性土
微观结构
稠度状态
clayey rock, residual cohesive soil, microtexture, and consistence