Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining

At 10:05 a.m. on 4 February 2022, the perilous rock mass Yizhuxiang in Leizu Town, Yuan’an County, Hubei Province, China collapsed on a large scale. The Yizhuxiang collapse was about 35 m in length, 52 m in height, and 29 m in maximum thickness. The volume of the collapse was 5.32 × 104 m<sup>...

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Main Authors: Shenghua Hu, Yuanjun Hu, Huiyuan Xu, Dong Ai, Jingjing Yuan, Lei Kou, Wei Huang, Chang Zhou
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/6/3801
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author Shenghua Hu
Yuanjun Hu
Huiyuan Xu
Dong Ai
Jingjing Yuan
Lei Kou
Wei Huang
Chang Zhou
author_facet Shenghua Hu
Yuanjun Hu
Huiyuan Xu
Dong Ai
Jingjing Yuan
Lei Kou
Wei Huang
Chang Zhou
author_sort Shenghua Hu
collection DOAJ
description At 10:05 a.m. on 4 February 2022, the perilous rock mass Yizhuxiang in Leizu Town, Yuan’an County, Hubei Province, China collapsed on a large scale. The Yizhuxiang collapse was about 35 m in length, 52 m in height, and 29 m in maximum thickness. The volume of the collapse was 5.32 × 104 m<sup>3</sup>. It threatened the transport of the national trunk road, destroyed the branch road and some cement mixing station workshops, and caused serious economic losses. The rock mass exposed in the collapse was dolomite with developed joint fractures. Under the effects of mining and unloading, fractures occurred in the rock mass; the top of the rock mass was bent and deformed towards the free face; and tension cracks were formed on the rear edge. The safety ore pillar directly below the collapsed body was compressed and deformed under the action of gravity, thus accelerating the internal deformation of the rock mass and leading to the formation of multiple dominant joints inside the rock mass. In the winter of 2021, the weather was extreme, with heavy snowfall and low temperatures. Under the effects of freeze–thaw, the strength of the rock mass declined and the tension cracks further expanded so that the rock mass experienced an accelerated deformation and finally collapsed. Causes of the collapse include mining activity beneath the collapsed mass and heightened extreme weather. The cause of the landslide disaster in this area is, however, freeze–thaw, which deserves the attention of scholars and the vigilance of the local government.
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spelling doaj.art-829435a2f94746df9f404ad8043331aa2023-11-17T09:27:05ZengMDPI AGApplied Sciences2076-34172023-03-01136380110.3390/app13063801Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and MiningShenghua Hu0Yuanjun Hu1Huiyuan Xu2Dong Ai3Jingjing Yuan4Lei Kou5Wei Huang6Chang Zhou7The Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaSchool of Resources and Geosciences, China University of Mining and Technology, Xuzhou 221116, ChinaThe Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaThe Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaThe Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaThe Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaThe Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, ChinaSchool of Resources and Geosciences, China University of Mining and Technology, Xuzhou 221116, ChinaAt 10:05 a.m. on 4 February 2022, the perilous rock mass Yizhuxiang in Leizu Town, Yuan’an County, Hubei Province, China collapsed on a large scale. The Yizhuxiang collapse was about 35 m in length, 52 m in height, and 29 m in maximum thickness. The volume of the collapse was 5.32 × 104 m<sup>3</sup>. It threatened the transport of the national trunk road, destroyed the branch road and some cement mixing station workshops, and caused serious economic losses. The rock mass exposed in the collapse was dolomite with developed joint fractures. Under the effects of mining and unloading, fractures occurred in the rock mass; the top of the rock mass was bent and deformed towards the free face; and tension cracks were formed on the rear edge. The safety ore pillar directly below the collapsed body was compressed and deformed under the action of gravity, thus accelerating the internal deformation of the rock mass and leading to the formation of multiple dominant joints inside the rock mass. In the winter of 2021, the weather was extreme, with heavy snowfall and low temperatures. Under the effects of freeze–thaw, the strength of the rock mass declined and the tension cracks further expanded so that the rock mass experienced an accelerated deformation and finally collapsed. Causes of the collapse include mining activity beneath the collapsed mass and heightened extreme weather. The cause of the landslide disaster in this area is, however, freeze–thaw, which deserves the attention of scholars and the vigilance of the local government.https://www.mdpi.com/2076-3417/13/6/3801collapseengineering miningfreeze–thaw
spellingShingle Shenghua Hu
Yuanjun Hu
Huiyuan Xu
Dong Ai
Jingjing Yuan
Lei Kou
Wei Huang
Chang Zhou
Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
Applied Sciences
collapse
engineering mining
freeze–thaw
title Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
title_full Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
title_fullStr Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
title_full_unstemmed Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
title_short Failure Mechanism of the Yizhuxiang Collapse under the Joint Effect of Freeze–Thaw and Mining
title_sort failure mechanism of the yizhuxiang collapse under the joint effect of freeze thaw and mining
topic collapse
engineering mining
freeze–thaw
url https://www.mdpi.com/2076-3417/13/6/3801
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