Observed Effects of Interparticle Friction and Particle Size on Shear Behavior of Granular Materials

膨胀的 材料科学 剪切(地质) 岩土工程 粒状材料 粒径 微观力学 剪应力 粒子(生态学) 复合材料 直剪试验 三轴剪切试验 抗剪强度(土壤) 机械 地质学 物理 古生物学 海洋学 复合数 土壤科学 土壤水分
作者
Bei Bing Dai,Jun Yang,Cui Ying Zhou
出处
期刊:International Journal of Geomechanics [American Society of Civil Engineers]
卷期号:16 (1) 被引量:103
标识
DOI:10.1061/(asce)gm.1943-5622.0000520
摘要

This paper presents an experimental study on the shear behavior of granular materials, focusing on the effects of interparticle friction and particle size, which are of fundamental importance but are not yet well understood. The experimental program consisted of a large number of direct shear tests on glass beads of varying sizes and interparticle friction conditions, performed under a range of packing densities and normal stress levels. Test data were interpreted in terms of the stress–dilatancy relationship and shear strength parameters. The study indicates that under otherwise similar testing conditions, oil-lubricated glass beads tend to have substantially lower shear strength as compared with water-lubricated, water-flooded, and dry glass beads. It has also been found that at similar particle size uniformity, increasing mean particle size (d50) leads to more dilatant shear response and higher shear strength. A generalized stress–dilatancy relation is proposed, which introduces a variable dilatancy coefficient that reflects on the effects of interparticle friction and particle size. It is shown that classical stress–dilatancy relations can be regarded as special cases of this generalized case, with the dilatancy coefficient being taken as a constant. Further explanations for the observed effects on macroscopic behavior are provided from the micromechanics perspectives.
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