蠕动
膨胀的
岩土工程
软化
材料科学
应变率
压力(语言学)
常量(计算机编程)
硬化(计算)
复合材料
地质学
哲学
语言学
图层(电子)
计算机科学
程序设计语言
作者
Roy R. Goughnour,Orlando B. Andersland
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1968-04-01
卷期号:94 (4): 923-950
被引量:86
标识
DOI:10.1061/jsfeaq.0001179
摘要
The mechanical properties of a saturated frozen sand were studied using constant axial stress creep tests and constant axial strain-rate tests. Observation of the effects on deformational behavior produced by the addition of sand particles to the ice matrix led to an analysis useful in predicting creep rates for a constant stress and stress levels for a constant strain rate. The relationship between strain rate and stress for polycrystalline ice considers a strain dependent hardening term and a strain energy dependent softening term. Parameters of the equation include stress and temperature. Stress factors, dependent on sand volume concentration and friction and dilatancy of the sand, are used in conjunction with the equation for polycrystalline ice to give predictions of the mechanical behavior of the sand-ice system. These are in reasonable agreement with experimental data.
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