Sand type effect on the behaviour of sand-granulated rubber mixtures: Integrated study from micro- to macro-scales

被引:55
|
作者
Li, W. [1 ]
Kwok, C. Y. [1 ]
Sandeep, C. S. [2 ]
Senetakis, K. [2 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Hong Kong, Peoples R China
[2] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong, Peoples R China
关键词
Sand type; Peak/critical state; Inter-particle friction; Interlocking; Particle breakage; MECHANICS; STRENGTH; SIZE;
D O I
10.1016/j.powtec.2018.10.025
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The mechanical behaviour of rubber mixed with different types of host sands is investigated from micro- to macro-scales. The change of the mobilized friction angle because of rubber inclusion is associated to the change of inter-particle friction angle and the friction angle due to particle rearrangement. The mobilized friction angles at the peak and critical states were obtained from triaxial testing data, and the inter-particle friction angles at different sand and sand-rubber interfaces were measured by means of grain-scale experiments. It is found that: (i) The peak friction angle decreases after adding rubber particles for all host sands, which is more significant for dilative sands. (ii) For smooth and non-breakable sands, adding rubber increases the friction angle at the critical state, due to the increasing inter-particle friction from sand-rubber interfaces, but the reduction of sand sand contacts weakens the interlocking, leading to easier particle rearrangement. For rough and breakable sands, adding rubber decreases the friction angle at the critical state, since the inter-particle friction of sand-rubber interfaces is lower than that of pure sand interfaces, but leads to less particle breakage and thus harder particle rearrangement. (iii) State parameter works well in assessing the effect of rubber inclusion on the peak strength. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:907 / 916
页数:10
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  • [1] Mechanical properties and time-dependent behaviour of sand-granulated rubber mixtures
    AbdelRazek, Ahmed
    El-Sherbiny, Rami M.
    Lotfi, Hani A.
    [J]. GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2018, 13 (04): : 288 - 300
  • [2] Shear modulus and damping ratio of sand-granulated rubber mixtures
    M.Ehsani
    N.Shariatmadari
    S.M.Mirhosseini
    [J]. Journal of Central South University, 2015, 22 (08) : 3159 - 3167
  • [3] Shear modulus and damping ratio of sand-granulated rubber mixtures
    M. Ehsani
    N. Shariatmadari
    S. M. Mirhosseini
    [J]. Journal of Central South University, 2015, 22 : 3159 - 3167
  • [4] Shear modulus and damping ratio of sand-granulated rubber mixtures
    Ehsani, M.
    Shariatmadari, N.
    Mirhosseini, S. M.
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2015, 22 (08) : 3159 - 3167
  • [5] Carbon Nanotube 3D Architectures: from Micro- to Macro-scales
    Barrejon, M.
    [J]. BOLETIN DEL GRUPO ESPANOL DEL CARBON, 2021, (60): : 2 - 7
  • [6] Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study
    Ecemis, Nurhan
    Valizadeh, Hadi
    Karaman, Mustafa
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2021, 19 (07) : 2817 - 2838
  • [7] Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study
    Nurhan Ecemis
    Hadi Valizadeh
    Mustafa Karaman
    [J]. Bulletin of Earthquake Engineering, 2021, 19 : 2817 - 2838
  • [8] Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures
    Fakharian, Kazem
    Ahmad, Ali
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 141
  • [9] Effect of rubber content on the unstable behaviour of sand-rubber mixtures under static loading: a micro-mechanical study
    Perez, J. C. Lopera
    Kwok, C. Y.
    Senetakis, K.
    [J]. GEOTECHNIQUE, 2018, 68 (07): : 561 - 574
  • [10] Simulation study on micro and macro mechanical behaviour of sand piles
    Roul, Pradip
    Schinner, Alexander
    [J]. POWDER TECHNOLOGY, 2010, 204 (01) : 113 - 123