DEM investigation of strain behaviour and force chain evolution of gravel–sand mixtures subjected to cyclic loading--颗粒学报PARTICUOLOGY

Nie, Z., Qi, Q., Wang, X., & Zhu, Y. (2022). DEM investigation of strain behaviour and force chain evolution of gravel–sand mixtures subjected to cyclic loading. Particuology, 68, 13-28. https://doi.org/10.1016/j.partic.2021.10.006

DEM investigation of strain behaviour and force chain evolution of gravel–sand mixtures subjected to cyclic loading

Zhihong Nie^a, Qun Qi^a, Xiang Wang^b *, Yangui Zhu^{c a}

a School of Civil Engineering, Central South University, Changsha 410075, China
b Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
c China Railway First Survey and Design Institute Group Co., Ltd., Xi’an 710043, China

10.1016/j.partic.2021.10.006

Volume 68, September 2022, Pages 13-28

Received 4 August 2021, Revised 12 October 2021, Accepted 14 October 2021, Available online 2 November 2021, Version of Record 30 November 2021.

E-mail: xiang.wang@polyu.edu.hk

Highlights

• Axial strain explains the logarithmic negative correlation between fines content and cycle count.

• Anisotropic characteristic of contact force under cyclic loading is described.

• Low fines content has no substantial influence on the evolution of force chain networks.

• Evolutions of strong and weak contacts are investigated from two dimensions: loading time and local space.

Abstract

The strain characteristic and load transmission of mixed granular matter are different from those of homogeneous granular matter. Cyclic loading renders the mechanical behaviours of mixed granular matter more complex. To investigate the dynamic responses of gravel–sand mixtures, the discrete element method (DEM) was used to simulate the cyclic loading of gravel–sand mixtures with low fines contents. Macroscopically, the evolution of the axial strain and volumetric strain was investigated. Mesoscopically, the coordination number and contact force anisotropy were studied, and the evolution of strong and weak contacts was explored from two dimensions of loading time and local space. The simulation results show that increasing fines content can accelerate the development of the axial strain and volumetric strain but has little effect on the evolution of contact forces. Strong contacts tend to develop along the loading boundary, presenting the spatial difference. Weak contacts are firstly controlled by confining pressure and then controlled by axial stress, while strong contacts are mainly controlled by axial stress throughout the whole cyclic loading. Once compression failure occurs, the release of axial stress causes the reduction of strong contact proportion in all local regions. These findings are helpful to understand the dynamic responses of gravel–sand mixtures, especially in deformation behaviours and the Spatio-temporal evolution of contact forces.

Graphical abstract

Keywords

Gravel–sand mixture; Cyclic loading; DEM; Strain; Contact force

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