Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion

The mechanics parameters of rock mass in Wulanmulun mine are determined on the basis of the experimental data measured in the laboratory and applied Hoek-Brown criterion in this paper.On this basis the failure characteristics of overlying strata caused by coal mining are studied through FLAC<sup&...

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Main Authors: Li Quansheng, Xu Zhuhe, Zhang Yong, He Wenrui
Format: Article
Language:English
Published: Emergency Management Press 2019-10-01
Series:矿业科学学报
Subjects:
Online Access:http://kykxxb.cumtb.edu.cn/article/id/241
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author Li Quansheng
Xu Zhuhe
Zhang Yong
He Wenrui
author_facet Li Quansheng
Xu Zhuhe
Zhang Yong
He Wenrui
author_sort Li Quansheng
collection DOAJ
description The mechanics parameters of rock mass in Wulanmulun mine are determined on the basis of the experimental data measured in the laboratory and applied Hoek-Brown criterion in this paper.On this basis the failure characteristics of overlying strata caused by coal mining are studied through FLAC<sup>3D</sup> simulation software.The research results show that:① The overlying strata under shallow burial depth until surface has been destroyed, and the skewness subsidence basin is formed on the surface.The maximum subsidence is 2.1m, and the subsidence rate is 0.6.② The stress-relaxed area and the stress-increased area are formed in a certain range of the surrounding boundary of the mining area.The state presents "external tight internal loosing".The degree of vertical stress concentration in front of coal wall is the highest, and the stress concentration factor is 2.2.There is a pressure arch separately above the coal wall and the open-off cut, but the span, the size of the arch foot and the degree of stress concentration are different.③The height of the caving zone is 18.9 m, and the height of water flowing fractured zone is 62.5 m of 12403 face in Wulanmulun coal mine.
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spelling doaj.art-ec7ac4d2e4414f44a3fa664be1c33f492022-12-22T03:42:07ZengEmergency Management Press矿业科学学报2096-21932019-10-014541742410.19606/j.cnki.jmst.2019.05.00620190506Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterionLi Quansheng0Xu Zhuhe1Zhang Yong2He Wenrui3School of Energy and Mining Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology, Beijing 100083, ChinaThe mechanics parameters of rock mass in Wulanmulun mine are determined on the basis of the experimental data measured in the laboratory and applied Hoek-Brown criterion in this paper.On this basis the failure characteristics of overlying strata caused by coal mining are studied through FLAC<sup>3D</sup> simulation software.The research results show that:① The overlying strata under shallow burial depth until surface has been destroyed, and the skewness subsidence basin is formed on the surface.The maximum subsidence is 2.1m, and the subsidence rate is 0.6.② The stress-relaxed area and the stress-increased area are formed in a certain range of the surrounding boundary of the mining area.The state presents "external tight internal loosing".The degree of vertical stress concentration in front of coal wall is the highest, and the stress concentration factor is 2.2.There is a pressure arch separately above the coal wall and the open-off cut, but the span, the size of the arch foot and the degree of stress concentration are different.③The height of the caving zone is 18.9 m, and the height of water flowing fractured zone is 62.5 m of 12403 face in Wulanmulun coal mine.http://kykxxb.cumtb.edu.cn/article/id/241hoek-brown criterionmechanical parametersshallow buried depthnumerical simulationoverburden failure
spellingShingle Li Quansheng
Xu Zhuhe
Zhang Yong
He Wenrui
Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
矿业科学学报
hoek-brown criterion
mechanical parameters
shallow buried depth
numerical simulation
overburden failure
title Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
title_full Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
title_fullStr Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
title_full_unstemmed Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
title_short Study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on Hoek-Brown criterion
title_sort study on deformation and failure characteristics of overlying strata with thick loose layers and thin bedrock based on hoek brown criterion
topic hoek-brown criterion
mechanical parameters
shallow buried depth
numerical simulation
overburden failure
url http://kykxxb.cumtb.edu.cn/article/id/241
work_keys_str_mv AT liquansheng studyondeformationandfailurecharacteristicsofoverlyingstratawiththicklooselayersandthinbedrockbasedonhoekbrowncriterion
AT xuzhuhe studyondeformationandfailurecharacteristicsofoverlyingstratawiththicklooselayersandthinbedrockbasedonhoekbrowncriterion
AT zhangyong studyondeformationandfailurecharacteristicsofoverlyingstratawiththicklooselayersandthinbedrockbasedonhoekbrowncriterion
AT hewenrui studyondeformationandfailurecharacteristicsofoverlyingstratawiththicklooselayersandthinbedrockbasedonhoekbrowncriterion