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COMPARISON OF GRANULAR MATERIAL BEHAVIOUR UNDER DRAINED TRIAXIAL AND PLANE STRAIN CONDITIONS USING 3 COMPARISON OF GRANULAR MATERIAL BEHAVIOUR UNDER DRAINED TRIAXIAL AND PLANE STRAIN CONDITIONS USING 3

COMPARISON OF GRANULAR MATERIAL BEHAVIOUR UNDER DRAINED TRIAXIAL AND PLANE STRAIN CONDITIONS USING 3

  • 期刊名字:固體力學學報(英文版)
  • 文件大小:
  • 論文作者:Guobin Gong,Xiaoxiong Zha,Jun
  • 作者單位:Civil and Environmental Engineering,School of Civil Engineering
  • 更新時間:2023-02-12
  • 下載次數(shù):
論文簡介

Three dimensional (3D) DEM (discrete element method) simulations of drained triaxial compression and plane strain tests are presented for both dense and loose assemblies of polydisperse spheres using a periodic cell.In the work reported,drained tests were modelled by deforming the samples under constant mean stress conditions.The drained behaviour is shown to be qualitatively similar to published physical experimental results.The Bishop's formula for the estimation of the intermediate principal stress is evaluated.The existence of critieal density is shown to be independent of initial packing densities and strain conditions.Different failure criteria have been compared based on the DEM simulation results,and the Lade criterion is found to be the most appropriate one.A new microscopic fabric parameter is introduced to give insight to structural anisotropy under general 3D fabric conditions.It is found that two parameters characterize the evolution of the stress and fabric respectively independent of strain conditions.

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