IMHE OpenIR  > 山地灾害与地表过程重点实验室
Particle breakage in triaxial shear of a coral sand
Yu, Fangwei1,2
第一作者单位Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu ; 610041, China ; Department of Civil Engineering, The University of Tokyo, Tokyo ; 113-8656, Japan
通讯作者单位Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu ; 610041, China ; Department of Civil Engineering, The University of Tokyo, Tokyo ; 113-8656, Japan
通讯作者Yu, Fangwei
2018
发表期刊Soils and Foundations
ISSN0038-0806
页码DOI: 10.1016/j.sandf.2018.04.001
文章类型Article in Press
产权排序1
摘要This paper presents a laboratory experimental study to comprehensively investigate the characteristics of particle breakage using numerous triaxial tests on a coral sand. Coral is a highly crushable granular material which fills the gaps between more crushable and less crushable granular materials. The monotonic tests and cyclic tests were terminated at the designated axial strains and the designated cyclic numbers, respectively. The grain size distributions were measured by sieve analyses of the specimens after the triaxial tests were performed. The relative breakage and relative fractal dimension were used to quantify the particle breakage. The cause of particle breakage that increased with increasing isotropic consolidation stress was shown to be isotropic stress. An almost linear increase in particle breakage in relative breakage was found as axial strain increased, whereas the increase in particle breakage in relative fractal dimension showed upward convexity. More particle breakage occurred in denser samples. During consolidation to the identical mean effective stress, the anisotropic stress state played a bigger role in particle breakage than the isotropic stress state, but during shearing particle breakage occurred more sharply in the triaxial tests with the isotropic consolidation to the higher confining pressure. In the cyclic shearing, the particle breakage in relative breakage and relative fractal dimension increased in upward convexity as the cyclic number increased, but in upward concavity with increasing axial strain. A hyperbolic model was proposed to correlate the relative fractal dimension with the relative breakage for use with both monotonic and cyclic tests. In the monotonic tests, a hyperbolic model was proposed to correlate the particle breakage in relative breakage and relative fractal dimension with the plastic work per unit volume. It is proposed that the loading-mode-induced (i.e., monotonic loading and cyclic loading) different mechanism of particle breakage meant that this model could not be applicable in the cyclic tests. The results suggested that the hyperbolic correlation of the particle breakage in relative fractal dimension and the plastic work per unit volume is the most reliable method of interpreting the energy consumption characteristics of particle breakage. This approach takes the fractal nature of soil into consideration. A microscopic view of particle breakage is also effective for observing the evolution of particle breakage.
关键词Cyclic loads Energy utilization Grain size and shape Granular materials
DOI10.1016/j.sandf.2018.04.001
收录类别EI
语种英语
EI入藏号Accession number: 20182505352926
引用统计
文献类型期刊论文
条目标识符http://ir.imde.ac.cn/handle/131551/23155
专题山地灾害与地表过程重点实验室
作者单位1.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu; 610041, China;
2.Department of Civil Engineering, The University of Tokyo, Tokyo; 113-8656, Japan
推荐引用方式
GB/T 7714
Yu, Fangwei. Particle breakage in triaxial shear of a coral sand[J]. Soils and Foundations,2018:DOI: 10.1016/j.sandf.2018.04.001.
APA Yu, Fangwei.(2018).Particle breakage in triaxial shear of a coral sand.Soils and Foundations,DOI: 10.1016/j.sandf.2018.04.001.
MLA Yu, Fangwei."Particle breakage in triaxial shear of a coral sand".Soils and Foundations (2018):DOI: 10.1016/j.sandf.2018.04.001.
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