剪切模量
土壤水分
岩土工程
阻尼比
模数
剪切(地质)
数学
材料科学
地质学
几何学
物理
复合材料
土壤科学
振动
量子力学
作者
Bryan D. Hardin,Vincent P. Drnevich
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1972-07-01
卷期号:98 (7): 667-692
被引量:1938
标识
DOI:10.1061/jsfeaq.0001760
摘要
Equations and graphs for the determination of shear modulus and damping of soils, for use in design problems involving repeated loading or vibration of soils, are presented. These equations and graphs are based on numerous laboratory tests on both remolded and undisturbed cohesive soils and on clean sands. Comparison of the measured and computed values shows good agreement. An example problem showing how these equations and curves are used is given.
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