孔隙比
岩土工程
土壤水分
市场流动性
有效应力
剪切(地质)
孔隙水压力
材料科学
地质学
土壤科学
复合材料
经济
财务
作者
William N. Houston,James K. Mitchell
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1969-07-01
卷期号:95 (4): 1037-1062
被引量:48
标识
DOI:10.1061/jsfeaq.0001303
摘要
The general properties of sensitive clays fit a pattern which is predictable using basic concepts concerning the influence of effective stress and void ratio on volume change tendencies during shear. The low strain-at-failure, low c/p ratio, relatively low strength, and high pore pressure parameter, Āf, of sensitive clays are due to their tendency to contract during shear. Sensitivity was found to increase in a consistent manner with increasing liquidity index and increasing effective stress. By using liquidity index as a normalized water content, it was possible to develop a general relationship between sensitivity, effective stress, and liquidity index that is applicable both to natural deposits of clay in the field and to laboratory-prepared soils.
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