Study on in-situ mechanical response and energy evolution law of water-immersed mudstone

To investigate the mechanical properties and energy evolution mechanism of water-immersed mudstone under complex in-situ stress conditions, we selected the floor mudstone in Yitang Coal Mine as the research object and conducted triaxial compression tests under different immersion time and confining...

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Main Authors: Chenhong PAN, Xiaoqiang ZHANG, Yulong JIANG, Kai WANG, Jian HOU, Jixin CHEN, Wenwei WANG
Format: Article
Language:zho
Published: Editorial Office of Safety in Coal Mines 2024-12-01
Series:Meikuang Anquan
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Online Access:https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20231223
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author Chenhong PAN
Xiaoqiang ZHANG
Yulong JIANG
Kai WANG
Jian HOU
Jixin CHEN
Wenwei WANG
author_facet Chenhong PAN
Xiaoqiang ZHANG
Yulong JIANG
Kai WANG
Jian HOU
Jixin CHEN
Wenwei WANG
author_sort Chenhong PAN
collection DOAJ
description To investigate the mechanical properties and energy evolution mechanism of water-immersed mudstone under complex in-situ stress conditions, we selected the floor mudstone in Yitang Coal Mine as the research object and conducted triaxial compression tests under different immersion time and confining pressure conditions. The experimental results show that water immersion significantly degrades the peak strength and elastic modulus of the mudstone, and this degradation exhibits apparent time-dependent effects. With increasing immersion time, the stress-strain curve of the mudstone specimen transitions from an “elastic-plastic” to an “elastic-plastic-creep” behavior, and the confining pressure effect on the mudstone is weakened to some extent by water immersion; with increasing confining pressure, the elastic energy, dissipated energy, and total energy of the specimens all decrease; however, the proportion of dissipated energy increases and is positively correlated with plastic failure. The weakening effect of water on the mudstone diminishes with increasing confining pressure; with the increasing of immersion time, the failure mode of the specimen changes from shear failure to predominantly plastic failure characterized by radial swelling; with increasing confining pressure, the failure mode shifts from single shear surface failure to conjugate shear surface failure with higher dissipated energy.
format Article
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institution Kabale University
issn 1003-496X
language zho
publishDate 2024-12-01
publisher Editorial Office of Safety in Coal Mines
record_format Article
series Meikuang Anquan
spelling doaj-art-19f1fcb1ae8b49ccb2d6526e1e56e4a52024-12-17T08:29:18ZzhoEditorial Office of Safety in Coal MinesMeikuang Anquan1003-496X2024-12-01551219720510.13347/j.cnki.mkaq.20231223gMKAQ20231223Study on in-situ mechanical response and energy evolution law of water-immersed mudstoneChenhong PAN0Xiaoqiang ZHANG1Yulong JIANG2Kai WANG3Jian HOU4Jixin CHEN5Wenwei WANG6College of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaCollege of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, ChinaTo investigate the mechanical properties and energy evolution mechanism of water-immersed mudstone under complex in-situ stress conditions, we selected the floor mudstone in Yitang Coal Mine as the research object and conducted triaxial compression tests under different immersion time and confining pressure conditions. The experimental results show that water immersion significantly degrades the peak strength and elastic modulus of the mudstone, and this degradation exhibits apparent time-dependent effects. With increasing immersion time, the stress-strain curve of the mudstone specimen transitions from an “elastic-plastic” to an “elastic-plastic-creep” behavior, and the confining pressure effect on the mudstone is weakened to some extent by water immersion; with increasing confining pressure, the elastic energy, dissipated energy, and total energy of the specimens all decrease; however, the proportion of dissipated energy increases and is positively correlated with plastic failure. The weakening effect of water on the mudstone diminishes with increasing confining pressure; with the increasing of immersion time, the failure mode of the specimen changes from shear failure to predominantly plastic failure characterized by radial swelling; with increasing confining pressure, the failure mode shifts from single shear surface failure to conjugate shear surface failure with higher dissipated energy.https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20231223mine water inrush disasterwater-induced weakeningmechanical responseenergy evolutionmudstone
spellingShingle Chenhong PAN
Xiaoqiang ZHANG
Yulong JIANG
Kai WANG
Jian HOU
Jixin CHEN
Wenwei WANG
Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
Meikuang Anquan
mine water inrush disaster
water-induced weakening
mechanical response
energy evolution
mudstone
title Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
title_full Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
title_fullStr Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
title_full_unstemmed Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
title_short Study on in-situ mechanical response and energy evolution law of water-immersed mudstone
title_sort study on in situ mechanical response and energy evolution law of water immersed mudstone
topic mine water inrush disaster
water-induced weakening
mechanical response
energy evolution
mudstone
url https://www.mkaqzz.com/cn/article/doi/10.13347/j.cnki.mkaq.20231223
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