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Author:

Wang, X. (Wang, X..) | Xu, C. (Xu, C..) | Zhang, X. (Zhang, X..)

Indexed by:

EI Scopus SCIE

Abstract:

Based on the discrete element particle flow software PFC3D, four irregular particles with the same aspect ratio, convexity, and sphericity as the binary pictures are constructed. To examine the influence mechanisms of particle shape on mechanical properties, microstructure, and critical characteristics, an index F characterizing the regularity of the particle shape is introduced. By examining the link between the regularity index and the constitutive parameter, a statistical model is developed to predict the peak friction angle while considering the impacts of relative density and particle shape. The findings demonstrate that decreasing the value of the regularity index always causes an increase in the stress ratio, shear dilatancy, and void ratio. In p'-q, e-logp’, and MCN-logp’ spaces, the distribution pattern of critical state lines is affected by the particle shape. At the same strain instant, when the particle becomes more irregular, the distribution direction of the maximum contact force of irregular particles tends to be more horizontal to resist the greater external loads. In comparison to spherical particles, the Δq/p' and Δφp of irregular particles increase linearly with the increase of ΔF. The measured and predicted values of the peak friction angle for the statistical model are essentially consistent. The critical parameters ecs、ηcs、φcs、MCNcs decrease linearly with the increase of the regularity index. The above conclusions serve as a guide for revising the empirical formula. © 2024 Elsevier Ltd

Keyword:

Constitutive parameter Critical state Particle shape Discrete element method (DEM)

Author Community:

  • [ 1 ] [Wang X.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xu C.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Zhang X.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Soil Dynamics and Earthquake Engineering

ISSN: 0267-7261

Year: 2024

Volume: 180

4 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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