Effect of rubber size on the behaviour of sand-rubber mixtures: A numerical investigation

被引:109
作者
Perez, J. C. Lopera [1 ]
Kwok, C. Y. [1 ]
Senetakis, K. [2 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Haking Wong Bldg,Pokfulam Rd, Hong Kong, Hong Kong, Peoples R China
[2] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
关键词
Sand-rubber mixtures; Shear modulus; Stiffness; Discrete-element modelling; Micro-mechanics; Fabric/structure of soils; Particle-scale behaviour; DYNAMIC PROPERTIES; GRANULAR SOILS; SHEAR-STRENGTH; MODEL; LIQUEFACTION; DEFORMATION; SIMULATIONS; DILATANCY; CONTACTS; STRESS;
D O I
10.1016/j.compgeo.2016.07.005
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Mixtures of sand and rubber particles were simulated using DEM. Rubber content varied from 0% to 50%. The numerical samples were sheared in the range of 10(-5)-10(-2)% of epsilon(1). The macro-mechanical response changed depending on the size of rubber particles. As the size of the rubber particles increased, the effect of rubber in the internal structure was attenuated, facilitating the force transmission through sand-sand contacts. Largest rubber particles showed the most advantageous mechanical behaviour. Nevertheless, the selection of both rubber size and content will depend on the intended purpose of use for the mixtures. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:199 / 214
页数:16
相关论文
共 68 条
[1]   Small-Strain Shear Modulus and Damping Ratio of Sand-Rubber and Gravel-Rubber Mixtures [J].
Anastasiadis, Anastasios ;
Senetakis, Kostas ;
Pitilakis, Kyriazis .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2012, 30 (02) :363-382
[2]  
[Anonymous], J PHYS CONDENSE MATT
[3]  
[Anonymous], 1997, SEM REH UPGR CIV ENV
[4]  
[Anonymous], P INT WORKSH SCRAP T
[5]  
[Anonymous], P INT WORKSH SCRAP T
[6]  
[Anonymous], MECH PNEUMATIC TIRES
[7]  
[Anonymous], P 14 INT C SOL WAST
[8]  
[Anonymous], 2016, SOILS FDN
[9]  
[Anonymous], P REC AH OCT 19 22 D
[10]  
[Anonymous], GEOTECHNICAL SPECIAL