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Particle breakage in granular soils: a review
Yu, Fangwei1,2,3,4
Corresponding AuthorYu, Fangwei(fwyuui@gmail.com)
2019-09-21
Source PublicationPARTICULATE SCIENCE AND TECHNOLOGY
ISSN0272-6351
Pages10
AbstractThis paper presents a review of particle breakage in granular soils by comprehensively summarizing the measurement of particle breakage, the fundamentals of particle breakage, the soil mechanics on particle breakage, the theoretical models of soil incorporating particle breakage. In the measurement of particle breakage, most particle breakage indexes were proposed according to the change of soil grading. The increase in the particle-surface area and probabilistic method were also employed to quantify particle breakage. In the fundamentals of particle breakage, the crushability of granular soil is mainly related to the physical nature and mechanical properties of soil, the stress-strain state on soil and the surrounding environment on soil, which were always interpreted by the energy theory and fractal theory. In the soil mechanics on particle breakage, particle breakage resulted in impairment of dilatancy behavior of soil to become a more contractive soil, significantly influencing the shearing, dilatancy, and state behavior of soil. A number of constitutive models of granular soils incorporating particle breakage were proposed by the elastoplastic theory, the bounding surface theory, the disturb state concept theory, the continuum breakage mechanics theory, and the generalized plasticity theory for interpreting the influence of particle breakage on soil behavior.
KeywordConstitutive models critical state granular soils laboratory tests particle breakage review soil behavior
DOI10.1080/02726351.2019.1666946
Indexed BySCI
WOS KeywordONE-DIMENSIONAL COMPRESSION ; SHEAR-STRENGTH ; CRITICAL-STATE ; CONSTITUTIVE MODEL ; AXISYMMETRICAL TESTS ; SIZE DISTRIBUTIONS ; BRITTLE SPHERES ; GRAVELLY SOILS ; DRAINED SHEAR ; SAND BEHAVIOR
Language英语
Funding ProjectNational Natural Science Foundation of China - China[41807268] ; CAS Light of West China Program - China[Y6R2250250] ; Sichuan Science and Technology Program - China[2018JY0195] ; Youth Innovation Promotion Association CAS - China[2018408] ; China Scholarship Council - China[2011671035]
WOS Research AreaEngineering
WOS SubjectEngineering, Chemical
WOS IDWOS:000487402100001
Funding OrganizationNational Natural Science Foundation of China - China ; CAS Light of West China Program - China ; Sichuan Science and Technology Program - China ; Youth Innovation Promotion Association CAS - China ; China Scholarship Council - China
PublisherTAYLOR & FRANCIS INC
Citation statistics
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/27148
Collection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.Chinese Acad Sci, CAS Ctr Excellence Tibetan Plateau Earth Sci, Beijing, Peoples R China
3.Univ Tokyo, Dept Civil Engn, Tokyo, Japan
4.China Pakistan Joint Res Ctr Earth Sci, Islamabad, Pakistan
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 granular soils: a review[J]. PARTICULATE SCIENCE AND TECHNOLOGY,2019:10.
APA Yu, Fangwei.(2019).Particle breakage in granular soils: a review.PARTICULATE SCIENCE AND TECHNOLOGY,10.
MLA Yu, Fangwei."Particle breakage in granular soils: a review".PARTICULATE SCIENCE AND TECHNOLOGY (2019):10.
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