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Particle breakage in triaxial shear of a coral sand
Yu, Fangwei1,2
2018
Source PublicationSOILS AND FOUNDATIONS
ISSN0038-0806
Volume58Issue:4Pages:866-880
SubtypeArticle
AbstractThis 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. (C) 2018 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
KeywordCoral sand Fractal dimension Grain size distribution Microscopic view Particle breakage Plastic work Triaxial tests
DOI10.1016/j.sandf.2018.04.001
Indexed BySCI
WOS KeywordCRITICAL-STATE ; GRANULAR-MATERIALS ; CONSTITUTIVE MODEL ; CARBONATE SAND ; GRAIN BREAKAGE ; GRAVELLY SOILS ; DRAINED SHEAR ; SILTY SANDS ; BEHAVIOR ; STRESS
Language英语
Quartile4区
Funding ProjectCAS
TOP
WOS Research AreaEngineering ; Geology
WOS SubjectEngineering, Geological ; Geosciences, Multidisciplinary
WOS IDWOS:000447167600006
Funding OrganizationCAS
PublisherJAPANESE GEOTECHNICAL SOC
Citation statistics
Cited Times:13[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/24052
Collection山区发展研究中心
山地灾害与地表过程重点实验室
Corresponding AuthorYu, Fangwei
Affiliation1.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Sichuan, Peoples R China
2.Univ Tokyo, Dept Civil Engn, Tokyo 1138656, Japan
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Corresponding Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
Yu, Fangwei. Particle breakage in triaxial shear of a coral sand[J]. SOILS AND FOUNDATIONS,2018,58(4):866-880.
APA Yu, Fangwei.(2018).Particle breakage in triaxial shear of a coral sand.SOILS AND FOUNDATIONS,58(4),866-880.
MLA Yu, Fangwei."Particle breakage in triaxial shear of a coral sand".SOILS AND FOUNDATIONS 58.4(2018):866-880.
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