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Author:

Zhang, Dongtao (Zhang, Dongtao.) | Cheng, Kuang (Cheng, Kuang.) | Liu, Hongshuai (Liu, Hongshuai.) | Shen, Yupeng (Shen, Yupeng.) | Li, Liyun (Li, Liyun.)

Indexed by:

SCIE

Abstract:

The initiation and development of sand liquefaction has been demonstrated to be closely related to the microscopic fabric evolution in previous research. The evolution of force chains and fabric anisotropy plays a critical role in the evolution of sand liquefaction, while a further study on the force chain length and the fabric anisotropy of the strong and weak force chains during sand liquefaction is still needed. To this end, undrained cyclic biaxial simulations were conducted using discrete element method. Various cyclic stress ratios (CSR) and packing densities were considered. The results show that the contact and mechanical anisotropy of the sample increases with the increment of CSR, while the increase of anisotropy is mainly attributed to the strong force chains. The anisotropy of the weak force chains is much smaller compared to that of the strong force chains and it varies little throughout the sand liquefaction. The anisotropy of strong force chains increases obviously with the development of sand liquefaction, which is further demonstrated to be related to the growth of the effective stress ratio. The strong force chain length was calculated as the number of particles participating in the transmission of strong forces. The total number of strong force chains decrease with the development of sand liquefication, while the relative frequency of the strong force chains with a given length always exhibits an exponentially distribution with the growth of force chain length at any stage of sand liquefication.

Keyword:

DEM Undrained cyclic loading triaxial test Stress-induced anisotropy Force chain High stress particle

Author Community:

  • [ 1 ] [Zhang, Dongtao]Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
  • [ 2 ] [Shen, Yupeng]Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
  • [ 3 ] [Zhang, Dongtao]Hebei Univ, Hebei Civil Engn & Evaluat Technol Innovat Ctr, Baoding 071002, Peoples R China
  • [ 4 ] [Cheng, Kuang]Hebei Univ, Hebei Civil Engn & Evaluat Technol Innovat Ctr, Baoding 071002, Peoples R China
  • [ 5 ] [Liu, Hongshuai]Hebei Univ, Hebei Civil Engn & Evaluat Technol Innovat Ctr, Baoding 071002, Peoples R China
  • [ 6 ] [Li, Liyun]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Liu, Hongshuai]Hebei Univ, Hebei Civil Engn & Evaluat Technol Innovat Ctr, Baoding 071002, Peoples R China

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Source :

ENVIRONMENTAL EARTH SCIENCES

ISSN: 1866-6280

Year: 2025

Issue: 8

Volume: 84

2 . 8 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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