岩土力学Issue(7)：1878-1884,7.
颗粒大小对颗粒材料力学行为影响初探
A preliminary investigation on effect of particle size on mechanical behavior of granular materials
摘要
Abstract
A study of the effect of particle size on mechanical behavior of granular materials is reported, by conducting a series of direct shear tests on a special granular material-glass bead. In this investigation, three approximately parallel grading curves are taken into consideration;and also four types of inter-particle friction conditions are concerned, including dry state, water-lubricated state, flooded state and oil-lubricated state. The test results indicate that particle size exerts a pronounced effect on mechanical behaviors of granular materials and that dilatancy is enhanced with the increase of particle size. On the basis of test results, a stress-dilatancy relationship is brought forward to appropriately take into account the effect of particle size on the dilatancy of granular materials. The dilatancy coefficient in this proposed relationship is revealed to be a variable dependent on particle size, inter-particle friction and other basic particle attributes. In the meantime the critical state friction angle is found to increase with the increasing particle size. In addition, an energy-work model of particle sliding behavior is proposed from a perspective of mesoscopic particle motions. Based on this proposed model, the energy-work equation is derived and the essential mesoscopic mechanisms underlying the effect of particle size on critical state friction angle are accordingly elaborated.关键词
颗粒大小/直剪试验/剪胀关系/临界状态/功能模型Key words
particle size/direct shear test/stress-dilatancy relationship/critical state/energy-work model分类
建筑与水利引用本文复制引用
戴北冰,杨峻,周翠英..颗粒大小对颗粒材料力学行为影响初探[J].岩土力学,2014,(7):1878-1884,7.基金项目
香港大学基础研究基金(No.10208227，No.10400889)；国家自然科学基金(No.51209237，No.41030747，No.51108472)。 （No.10208227，No.10400889）
