合并(业务)
孔隙比
土壤水分
对数
岩土工程
有效应力
磁导率
地质学
数学
材料科学
机械
土壤科学
数学分析
物理
化学
会计
业务
生物化学
膜
作者
A. Mahinda Samarasinghe,Yang H. Huang,Vincent P. Drnevich
出处
期刊:Journal of the Geotechnical Engineering Division
[American Society of Civil Engineers]
日期:1982-06-01
卷期号:108 (6): 835-850
被引量:86
标识
DOI:10.1061/ajgeb6.0001305
摘要
This paper first presents a unique relationship between permeability and void ratio. This relationship is then used for deriving the governing differential equation of consolidation for normally consolidated soils where void ratio vs. logarithm of effective stress can be approximated by a straight line. The derivation shows that the coefficient of consolidation can be related directly to the applied effective stress.
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