Effects of particle shape on triaxial compression behaviours of realistic ballast particles based on M-A-V-L particle shape evaluation system

被引:8
|
作者
Zhao, Lianheng [1 ,2 ,3 ]
Deng, Min [1 ]
Zhang, Shuaihao [1 ]
Huang, Dongliang [1 ]
Qiao, Nan [1 ]
Gong, Jian [4 ,5 ,6 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Cent South Univ, Key Lab Heavy Haul Railway Engn Struct, Minist Educ, Changsha 410075, Hunan, Peoples R China
[3] Cent South Univ, Hunan Prov Key Lab Disaster Prevent & Mitigat Rail, Changsha 410075, Hunan, Peoples R China
[4] Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Guangxi, Peoples R China
[5] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[6] Hualan Design & Consulting Grp, Nanning 530011, Guangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
DEM modelling; Particle shape; Railway ballast; Triaxial compression; Fabric anisotropy; INDUCED ANISOTROPY; SHEAR BEHAVIOR; CRITICAL-STATE; DEM; SAMPLES; SIMULATIONS; ASSEMBLIES; SPHERICITY; GENERATION; MIXTURES;
D O I
10.1007/s10035-022-01288-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The particle shape has a significant influence on the mechanical behaviour of granular materials. Based on a new particle shape evaluation system M-A-V-L, this paper studies the effect of the M-value (a particle shape index) on the macro and micro triaxial compression behaviours of granular material via DEM modelling. Firstly, 1500 digital models of realistic ballast particles were obtained by white-light scanning. Then, the M-values of all the particles were calculated, and five groups of particles with different M-values (M = 1.5, 2.0, 2.5, 3.0, 3.5) were selected. There are five particles in each group. Subsequently, the evolution of macro and micro mechanical behaviours (such as void ratio, deviatoric stress ratio, coordination number, etc.) for samples with different M-values were analysed based on triaxial compression tests. Moreover, the relationship between M-values and mechanical behaviours for samples at both peak state and critical state were studies. Finally, by analysing the stress-force-fabric (SFF) relationship, the origin of shear strength related to M-values was revealed from the perspective of the fabric anisotropy.
引用
收藏
页数:12
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