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Author:

Wang, Song (Wang, Song.) | Zhou, Jian (Zhou, Jian.) (Scholars:周剑) | Zhang, Luqing (Zhang, Luqing.) | Han, Zhenhua (Han, Zhenhua.) | Zhang, Fenxiang (Zhang, Fenxiang.)

Indexed by:

EI Scopus SCIE

Abstract:

The grain-based model (GBM) in two-dimensional Particle Flow Code (PFC2D) is widely employed to investigate the mechanical response characteristics of crystalline rocks under external load considering the realistic petrographic texture. However, due to the poor self-locking effect of the Parallel-Bond (PB) inside the minerals and unreasonable parametric assignment for the Smooth-Joint (SJ) at the mineral boundaries, the original GBM cannot reproduce the exact microcracking process of brittle rocks. To solve the problem, the novel grain-based model (nGBM) composed of the Flat-Joint (FJ) and the SJ was proposed in our previous research, which not only enhances the rotational resistance of particles, but also improves the simulation of the mineral boundaries. In this study, the nGBM was carefully established and calibrated based on the properties of Alxa porphyritic granite. A series of simulation tests of uniaxial compression, triaxial compression and direct tension under different mineral boundary parametric conditions were carried out to observe the deformation, microcracking and failure behaviors of the nGBM. Quantitative analyses of the mineral boundary properties and the mechanical behaviors of the numerical specimen revealed the extremely complicated relationships between them, which can help explain the micromechanical damage process of crystalline rocks and provide valuable reference for the model calibration. © 2020 Elsevier Ltd

Keyword:

Textures Crystalline rocks Microcracking Minerals

Author Community:

  • [ 1 ] [Wang, Song]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing; 100029, China
  • [ 2 ] [Wang, Song]College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing; 100049, China
  • [ 3 ] [Wang, Song]Innovation Academy for Earth Science, CAS, Beijing; 100029, China
  • [ 4 ] [Zhou, Jian]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Luqing]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing; 100029, China
  • [ 6 ] [Zhang, Luqing]College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing; 100049, China
  • [ 7 ] [Zhang, Luqing]Innovation Academy for Earth Science, CAS, Beijing; 100029, China
  • [ 8 ] [Han, Zhenhua]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing; 100029, China
  • [ 9 ] [Han, Zhenhua]Innovation Academy for Earth Science, CAS, Beijing; 100029, China
  • [ 10 ] [Zhang, Fenxiang]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing; 100029, China
  • [ 11 ] [Zhang, Fenxiang]College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing; 100049, China
  • [ 12 ] [Zhang, Fenxiang]Innovation Academy for Earth Science, CAS, Beijing; 100029, China

Reprint Author's Address:

  • 周剑

    [zhou, jian]key laboratory of urban security and disaster engineering of ministry of education, beijing university of technology, beijing; 100124, china

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Source :

Engineering Fracture Mechanics

ISSN: 0013-7944

Year: 2021

Volume: 241

5 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 41

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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