Partly clumped-particles for elastic mismatch of minerals and joint planes for schist: A numerical simulation of DanBa quartz mica schist

A partly clumped-particles combined with joint planes model was developed to simulate the microstructure of quartz mica schist. It considers grain-scale heterogeneity including microgeometry heterogeneity and grain-scale elastic heterogeneity. Clumped-particles with larger volume and larger stiffness were used to represent stiff minerals such as quartz, the rest of unclumped particles with smaller stiffness were used to represent soft minerals such as mica. The joint planes, which have smaller stiffness and strength than mica, were used to describe schist. The extensive sensitivity studies have shown that the clump’s radius, clump’s content and joint plane’s strength affect the microscopic and macroscopic behaviors of sample. For DanBa quartz mica schist, the model calibrated uniaxial tests and well matched with the stress-strain curves, crack initiation stress and crack damage stress of laboratory test. • Partly clumped-particles and joint planes were adopted to describe the schist rock. • Elastic mismatch between grains causing stress concentration was simulated by partly clumped assemble. • Joint plane’s bond strength affected the peak strength of specimen greatly

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Publication Details

Journal
Deep Resources Engineering
Published
2025-02-01
DOI
https://doi.org/10.1016/j.deepre.2025.100166
Citations
1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.86

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article

Partly clumped-particles for elastic mismatch of minerals and joint planes for schist: A numerical simulation of DanBa quartz mica schist

Shunchuan Wu, Xiao-Ping Zhang, Sijing Wang
1 citations
Deep Resources Engineering
Rock Mechanics and Modeling
0.86
article

Partly clumped-particles for elastic mismatch of minerals and joint planes for schist: A numerical simulation of DanBa quartz mica schist

Shunchuan Wu, Xiao-Ping Zhang, Sijing Wang
article en
1 citations

Abstract

A partly clumped-particles combined with joint planes model was developed to simulate the microstructure of quartz mica schist. It considers grain-scale heterogeneity including microgeometry heterogeneity and grain-scale elastic heterogeneity. Clumped-particles with larger volume and larger stiffness were used to represent stiff minerals such as quartz, the rest of unclumped particles with smaller stiffness were used to represent soft minerals such as mica. The joint planes, which have smaller stiffness and strength than mica, were used to describe schist. The extensive sensitivity studies have shown that the clump’s radius, clump’s content and joint plane’s strength affect the microscopic and macroscopic behaviors of sample. For DanBa quartz mica schist, the model calibrated uniaxial tests and well matched with the stress-strain curves, crack initiation stress and crack damage stress of laboratory test. • Partly clumped-particles and joint planes were adopted to describe the schist rock. • Elastic mismatch between grains causing stress concentration was simulated by partly clumped assemble. • Joint plane’s bond strength affected the peak strength of specimen greatly

Deep Resources EngineeringVol. 2(1)
Kunming University of Science and Technology (CN), Chinese Academy of Sciences (CN), Wuhan University (CN), Institute of Geology and Geophysics (CN), University of Science and Technology Beijing (CN)
National Natural Science Foundation of China, Natural Science Foundation of Hubei Province, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 34%
Rock Mechanics and Modeling
0.86
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