32 citations as recorded by crossref.

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4. Study on macro and micro shear strength of continuously graded and gap-graded sand P. Zhao et al. 10.1016/j.partic.2023.05.002
5. Discrete dynamic modelling of the mechanical behaviour of a granular soil L. Zhang et al. 10.1016/j.ijimpeng.2017.01.009
6. On the extension of the grain loop concept from 2D to 3D granular assemblies J. Chueire et al. 10.1007/s10035-023-01353-8
7. Explaining the Response of Granular Materials to Shear Deformation Using Statistics and Network Analysis F. Patino Ramirez et al. 10.2139/ssrn.4011426
8. Micromechanics of root development in soil L. Dupuy et al. 10.1016/j.gde.2018.03.007
9. Effect of Initial Granular Structure on the Evolution of Contact Force Chains . Park et al. 10.3390/app9224735
10. Upscaling critical state considering the distribution of meso‐structures in granular materials X. Wang et al. 10.1002/nag.3217
11. Distribution and evolution of (micro)strain and stresses in flexible, waterproofing membranes using digital image correlation and finite element modelling M. Waldvogel et al. 10.1016/j.cemconcomp.2023.104982
12. Characteristics of force chains in frictional interface during abrasive flow machining based on discrete element method T. Xiu et al. 10.1007/s40436-018-0236-7
13. A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content Y. Liu et al. 10.1002/nag.3151
14. Effect of Particle Size Distributions and Shapes on the Failure Behavior of Dry Coke Aggregates A. Sadeghi-Chahardeh et al. 10.3390/ma14195558
15. A representation learning framework for detection and characterization of dead versus strain localization zones from pre- to post-failure A. Tordesillas et al. 10.1007/s10035-022-01233-7
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18. Influence of particle size on vertical plate penetration into dense cohesionless granular materials (large-scale DEM simulation using real particle size) S. Miyai et al. 10.1007/s10035-019-0961-z
19. Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution N. Guo et al. 10.1680/jgeot.23.00043
20. Effects of particle size and cushioning thickness on the performance of rock-filled gabions used in protection against boulder impact Y. Su et al. 10.1139/cgj-2017-0370
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22. Environment-Friendly Recycled Concrete Aggregates to Attenuate Successive Rockfall Impacts: Large-Scale Field Modelling Y. Su et al. 10.2139/ssrn.4136985
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24. Towards realistic simulations of the impact dynamics of boulders on rock-filled gabion: Combined effects of rock shapes and their crushing strength Y. Su et al. 10.1016/j.enggeo.2021.106026
25. Stick-slip and force chain evolution in a granular bed in response to a grain intruder A. Tordesillas et al. 10.1103/PhysRevE.89.042207
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27. Steering coefficient in ordered lattice pile of two-dimensional granular systems L. Yang et al. 10.1007/s10035-016-0697-y
28. Quantitative distribution characteristics of force chains for asphalt mixtures with three skeleton structures using discrete element method M. Chang et al. 10.1007/s10035-020-01059-1
29. Stress fluctuations during monotonic loading of dense three-dimensional granular materials M. Kuhn & A. Daouadji 10.1007/s10035-018-0861-7
30. Fragmentation and boosting of rock falls and rock avalanches F. De Blasio & G. Crosta 10.1002/2015GL064723
31. Effects of particle shape on the cushioning mechanics of rock-filled gabions Y. Su & C. Choi 10.1007/s11440-020-01080-x
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