摘要
土的压缩系数受土的分类、状态等因素影响,而粘性土的压缩系数受液性指数的影响尤为明显。对常州地区粘性土的液性指数与压缩模量试验数据进行统计分析,初步建立两者间的相关关系方程。
The paper indicates the soil’s compressive coefficient is influenced by these factors including the classification and status of soil,analyzes the compressive coefficient of the cohesive soil is affected by the liquidity index evidently,and undertakes the statistical analysis of the liquidity index and the compressive modulus tested data in Changzhou area,and establishes the related relation equation between them primarily.
作者
丁云飞
徐楚
Ding Yunfei;Xu Chu(Changzhou Planning and Design Institute,Changzhou 213002,China)
出处
《山西建筑》
2018年第32期89-89,共1页
Shanxi Architecture
关键词
塑性指数
液性指数
压缩模量
plastic index
liquidity index
compressive modulus