Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model

In order to explore the influence of heterogeneity on the deformation localization and the failure mechanism of fractured coal-rock, the characteristics of stress and displacement vector fields of fractured coal-rock during the deformation and fracturing process were investigated based on the constr...

Full description

Saved in:
Bibliographic Details
Main Authors: Ruide LEI, Luo SU, Chao HU, Jun LI, Linsen ZHOU, Ling HUANG, Qingheng GU
Format: Article
Language:zho
Published: Editorial Office of Safety in Coal Mines 2024-11-01
Series:Meikuang Anquan
Subjects:
Online Access:https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230961
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1846171077731942400
author Ruide LEI
Luo SU
Chao HU
Jun LI
Linsen ZHOU
Ling HUANG
Qingheng GU
author_facet Ruide LEI
Luo SU
Chao HU
Jun LI
Linsen ZHOU
Ling HUANG
Qingheng GU
author_sort Ruide LEI
collection DOAJ
description In order to explore the influence of heterogeneity on the deformation localization and the failure mechanism of fractured coal-rock, the characteristics of stress and displacement vector fields of fractured coal-rock during the deformation and fracturing process were investigated based on the constructed discrete element numerical model considering mineral components, and the evolution of micro-tensile cracks, tensile-shear mixed cracks and compressive shear cracks were quantitatively obtained. The results show that the initiation and expansion of tensile cracks and tensile-shear mixed cracks are almost simultaneous, and the tensile cracks initiate earlier than those of compressive-shear cracks. The accumulation area of compressive stress is mainly distributed around the fracture tip and rock bridge area, whereas the accumulation zones of tensile action are mainly distributed in the area far away from the pre-existing fracture. With the increase of the rock bridge angle, the crack leading the rock bridge through failure changes from the indirect through failure mode, which is approximately parallel to the axial tension mixed failure, to the direct through failure mode of shear and extrusion failure. In addition, the initiation stress levels of the micro tensile crack and shear crack show a gradual increase trend.
format Article
id doaj-art-dbfb77ade111436f95a55e9298a91140
institution Kabale University
issn 1003-496X
language zho
publishDate 2024-11-01
publisher Editorial Office of Safety in Coal Mines
record_format Article
series Meikuang Anquan
spelling doaj-art-dbfb77ade111436f95a55e9298a911402024-11-11T08:20:39ZzhoEditorial Office of Safety in Coal MinesMeikuang Anquan1003-496X2024-11-01551115416510.13347/j.cnki.mkaq.20230961zMKAQ20230961Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle modelRuide LEI0Luo SU1Chao HU2Jun LI3Linsen ZHOU4Ling HUANG5Qingheng GU6College of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaCollege of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, ChinaEngineering Laboratory for Safe and Precise Coal Mining of Anhui Province, Anhui University of Science and Technology, Huainan 232001, ChinaIn order to explore the influence of heterogeneity on the deformation localization and the failure mechanism of fractured coal-rock, the characteristics of stress and displacement vector fields of fractured coal-rock during the deformation and fracturing process were investigated based on the constructed discrete element numerical model considering mineral components, and the evolution of micro-tensile cracks, tensile-shear mixed cracks and compressive shear cracks were quantitatively obtained. The results show that the initiation and expansion of tensile cracks and tensile-shear mixed cracks are almost simultaneous, and the tensile cracks initiate earlier than those of compressive-shear cracks. The accumulation area of compressive stress is mainly distributed around the fracture tip and rock bridge area, whereas the accumulation zones of tensile action are mainly distributed in the area far away from the pre-existing fracture. With the increase of the rock bridge angle, the crack leading the rock bridge through failure changes from the indirect through failure mode, which is approximately parallel to the axial tension mixed failure, to the direct through failure mode of shear and extrusion failure. In addition, the initiation stress levels of the micro tensile crack and shear crack show a gradual increase trend.https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230961heterogeneitymineral particle modelfractured coal-rockcrack propagationvector filed
spellingShingle Ruide LEI
Luo SU
Chao HU
Jun LI
Linsen ZHOU
Ling HUANG
Qingheng GU
Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
Meikuang Anquan
heterogeneity
mineral particle model
fractured coal-rock
crack propagation
vector filed
title Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
title_full Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
title_fullStr Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
title_full_unstemmed Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
title_short Study on microcrack propagation and evolution of fractured coal-rock based on mineral particle model
title_sort study on microcrack propagation and evolution of fractured coal rock based on mineral particle model
topic heterogeneity
mineral particle model
fractured coal-rock
crack propagation
vector filed
url https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20230961
work_keys_str_mv AT ruidelei studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT luosu studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT chaohu studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT junli studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT linsenzhou studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT linghuang studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel
AT qinghenggu studyonmicrocrackpropagationandevolutionoffracturedcoalrockbasedonmineralparticlemodel