Dilatancy analysis of granular materials based on mesoscopic topological evolutions

被引:0
|
作者
Liu J. [1 ,2 ,3 ]
Zhou W. [4 ]
Ji X. [5 ]
Wei G. [1 ,3 ]
Yuan S. [1 ]
Li X. [1 ]
机构
[1] Department of Civil Engineering, Zhejiang University City College, Hangzhou
[2] Zhejiang Engineering Research Center of Intelligent Urban Infrastructre, Hangzhou
[3] Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province, Hangzhou
[4] State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan
[5] Key Laboratory of Basin Water Security of Hubei Province, Changjiang Institute of Survey, Planning, Design and Research, Wuhan
来源
Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics | 2022年 / 54卷 / 03期
关键词
Anisotropy; DEM; Dilatancy; Granular materials; Meso structure; Topological evolution;
D O I
10.6052/0459-1879-21-521
中图分类号
学科分类号
摘要
Dilatancy is one of the most important characteristics for frictional granular materials, especially for geo materials. It is widely accepted that the mechanism of dilatancy could be related to the evolution of the internal topological structure within the granular system. Based on meso-structural data of granular assemblies, features of the internal topological structure evolution in the granular system can be captured, which could further help to correlate the mesoscopic topological evolution and the macroscopic deformation properties including dilatancy. In this paper, the discrete element method (DEM) was used to conduct biaxial tests on dense, medium-dense and loose frictional granular materials, respectively. According to those DEM data from macroscopic to microscopic levels, the topological mechanism for dilatancy of granular materials are investigated in terms of network parameters (e.g., coordination number and clustering coefficient) and deformation features of 3 types of mesoscopic structures induced by topological exchanges. The results show that the significant strain softening and dilatancy occur for dense granular samples under biaxial loading, which is related to the topological and geometric changes of mesoscopic structures. The medium dense sample also exhibits dilatancy features but the degree is less evident, and the loose sample only shows contractancy and strain hardening during the shearing process. The contact network could be tessellated to force loop structures with the polygon shapes, and further classified into new, lost and constant categories by considering the topological exchanges. The anisotropy and composition evolutions of three groups of force loop structures are different, and loops with larger size could exhibit higher geometrical anisotropy. Under deviatoric loads, the new loop structures are easily related to higher dilatancy, and the dilatancy mechanism of the overall granular system could be influenced by the comprehensive effects of the topological evolutions of new meso structures and geometrical evolutions of constant meso structures. Copyright © 2022 Chinese Journal of Theoretical and Applied Mechanics. All rights reserved.
引用
收藏
页码:707 / 718
页数:11
相关论文
共 49 条
  • [41] Liu J, Zhou W, Ma G, Et al., Strong contacts, connectivity and fabric anisotropy in granular materials: A 3D perspective, Powder Technology, 366, pp. 747-760, (2020)
  • [42] Liu Jiaying, Zhou Wei, Ma Gang, Et al., Contact fabric characteristics of granular materials under three dimensional stress paths, Chinese Journal of Theoretical and Applied Mechanics, 51, 1, pp. 26-35, (2019)
  • [43] Zhou W, Yang S, Liu J, Et al., Effect of inter-particle friction on 3D accordance of stress, strain, and fabric in granular materials, Acta Geotechnica, (2021)
  • [44] Nguyen NS, Magoariec H, Cambou B, Et al., Analysis of structure and strain at the meso-scale in 2D granular materials, International Journal of Solids and Structures, 46, 17, pp. 3257-3271, (2009)
  • [45] Wang R, Cao W, Zhang JM., Dependency of dilatancy ratio on fabric anisotropy in granular materials, Journal of Engineering Mechanics, 145, 10, (2019)
  • [46] Yang ZX, Yang J, Wang LZ., On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis, Granular Matter, 14, 3, pp. 433-447, (2012)
  • [47] Gong J, Liu J, Cui L., Shear behaviors of granular mixtures of gravel-shaped coarse and spherical fine particles investigated via discrete element method, Powder Technology, 353, pp. 178-194, (2019)
  • [48] Amirpour HS, Karray M, Hussien MN, Et al., Influence of particle size and gradation on the stress-dilatancy behavior of granular materials during drained triaxial compression, International Journal of Geomechanics, 17, 9, (2017)
  • [49] Nguyen HBK, Rahman MM, Fourie AB., How particle shape affects the critical state, triggering of instability and dilatancy of granular materials-results from a DEM study, Géotechnique, 71, 9, pp. 749-764, (2021)