Study on the interaction between particle shape and particle breakage of coral sand by discrete element method

A series of biaxial tests with different initial particle shapes, confining pressures, bond strengths and depositional angles were conducted on coral sand by using a 2D discrete element method simulation. The interactions between particle shape and particle breakage were investigated, and their comb...

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Main Authors: Xuejun Liu, Kaifeng Zeng, Fuyu Xiang, Chunhai Wang, Xianming Hou, Yanjun Li
Format: Article
Language:English
Published: Frontiers Media S.A. 2024-01-01
Series:Frontiers in Earth Science
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/feart.2024.1343307/full
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author Xuejun Liu
Kaifeng Zeng
Fuyu Xiang
Chunhai Wang
Xianming Hou
Yanjun Li
author_facet Xuejun Liu
Kaifeng Zeng
Fuyu Xiang
Chunhai Wang
Xianming Hou
Yanjun Li
author_sort Xuejun Liu
collection DOAJ
description A series of biaxial tests with different initial particle shapes, confining pressures, bond strengths and depositional angles were conducted on coral sand by using a 2D discrete element method simulation. The interactions between particle shape and particle breakage were investigated, and their combined effects on the mechanical behavior of coral sand were analyzed. The test results showed that particle breakage considerably weakens the effect of particle shape and inherent anisotropy on shear strength. The difference between the internal friction angles of unbreakable and breakable agglomerates Δφ decreases with increasing aspect ratio AR, sphericity S, and depositional angle θ. There exists a unique relationship between the relative breakage BrDe and the input energy E for the same agglomerates, which is independent of axial strain and confining pressure. However, this relationship is significantly influenced by the agglomerate shape and depositional angle, and irregular and low depositional angle specimens are more easily broken. In addition, the evolution of the aspect ratio AR and sphericity S of agglomerates was controlled by particle breakage, regardless of the axial strain, confining pressure, bond strength and depositional angle, and these trends were determined by the initial particle shape.
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spelling doaj.art-167eb189031f455981d6a5f1e09e9e912024-01-31T10:02:44ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632024-01-011210.3389/feart.2024.13433071343307Study on the interaction between particle shape and particle breakage of coral sand by discrete element methodXuejun Liu0Kaifeng Zeng1Fuyu Xiang2Chunhai Wang3Xianming Hou4Yanjun Li5Xinjiang Institute of Architectural Sciences (Limited Liability Company), Urumqi, ChinaSchool of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, Hubei, ChinaSchool of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, Hubei, ChinaSchool of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, Hubei, ChinaXinjiang Institute of Architectural Sciences (Limited Liability Company), Urumqi, ChinaXinjiang Institute of Architectural Sciences (Limited Liability Company), Urumqi, ChinaA series of biaxial tests with different initial particle shapes, confining pressures, bond strengths and depositional angles were conducted on coral sand by using a 2D discrete element method simulation. The interactions between particle shape and particle breakage were investigated, and their combined effects on the mechanical behavior of coral sand were analyzed. The test results showed that particle breakage considerably weakens the effect of particle shape and inherent anisotropy on shear strength. The difference between the internal friction angles of unbreakable and breakable agglomerates Δφ decreases with increasing aspect ratio AR, sphericity S, and depositional angle θ. There exists a unique relationship between the relative breakage BrDe and the input energy E for the same agglomerates, which is independent of axial strain and confining pressure. However, this relationship is significantly influenced by the agglomerate shape and depositional angle, and irregular and low depositional angle specimens are more easily broken. In addition, the evolution of the aspect ratio AR and sphericity S of agglomerates was controlled by particle breakage, regardless of the axial strain, confining pressure, bond strength and depositional angle, and these trends were determined by the initial particle shape.https://www.frontiersin.org/articles/10.3389/feart.2024.1343307/fulldiscrete element methodcoral sandparticle shapeparticle breakageinherent anisotropyinput energy
spellingShingle Xuejun Liu
Kaifeng Zeng
Fuyu Xiang
Chunhai Wang
Xianming Hou
Yanjun Li
Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
Frontiers in Earth Science
discrete element method
coral sand
particle shape
particle breakage
inherent anisotropy
input energy
title Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
title_full Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
title_fullStr Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
title_full_unstemmed Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
title_short Study on the interaction between particle shape and particle breakage of coral sand by discrete element method
title_sort study on the interaction between particle shape and particle breakage of coral sand by discrete element method
topic discrete element method
coral sand
particle shape
particle breakage
inherent anisotropy
input energy
url https://www.frontiersin.org/articles/10.3389/feart.2024.1343307/full
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