Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam

Application of a horizontal section top-coal caving in a steeply inclined thick coal seam not only effectively resolves the problem of the large dip angle of the coal seam and slipping and dumping of mining equipment but also significantly reduces the tunnel drivage ratio and improves the extraction...

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Main Authors: Xin Kang, Sheng-li Yang, Ping Zhan, Liang-hui Li
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8370634
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author Xin Kang
Sheng-li Yang
Ping Zhan
Liang-hui Li
author_facet Xin Kang
Sheng-li Yang
Ping Zhan
Liang-hui Li
author_sort Xin Kang
collection DOAJ
description Application of a horizontal section top-coal caving in a steeply inclined thick coal seam not only effectively resolves the problem of the large dip angle of the coal seam and slipping and dumping of mining equipment but also significantly reduces the tunnel drivage ratio and improves the extraction yield. In addition, it allows for a safe and efficient mining from a steeply inclined thick coal seam. In this paper, the roof fracture pattern of a steeply inclined thick coal seam has been studied by a similar simulation experiment. The results of the simulation are consistent with those of the numerical calculations, thus verifying the accuracy of the simulation. The experimental simulation results show that the roof can form a step-like toppling failure pattern after drawing the coal, and it is difficult to release a triangular coal mass near the floor, which is the main concentration area of coal loss. The numerical simulation results show that, with the excavation of the coal seam, the rock mass around the goaf produces plastic failure, and the damage is mainly concentrated in the roof area. The upper part of the goaf mainly shows a tensile failure, while the other areas mainly show yield failure.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2020-01-01
publisher Wiley
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series Advances in Civil Engineering
spelling doaj-art-b579ce039d334c66a8248096bb783faa2025-02-03T01:05:08ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/83706348370634Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal SeamXin Kang0Sheng-li Yang1Ping Zhan2Liang-hui Li3College of Civil Engineering, Tongji University, Shanghai 200092, ChinaSchool of Energy and Mining Engineering, Ching University of Mining and Technology-Beijing, Beijing 100083, ChinaShanxi Lu’an (mining) Group Co., Ltd., Changzhi 046204, ChinaSchool of Energy and Mining Engineering, Ching University of Mining and Technology-Beijing, Beijing 100083, ChinaApplication of a horizontal section top-coal caving in a steeply inclined thick coal seam not only effectively resolves the problem of the large dip angle of the coal seam and slipping and dumping of mining equipment but also significantly reduces the tunnel drivage ratio and improves the extraction yield. In addition, it allows for a safe and efficient mining from a steeply inclined thick coal seam. In this paper, the roof fracture pattern of a steeply inclined thick coal seam has been studied by a similar simulation experiment. The results of the simulation are consistent with those of the numerical calculations, thus verifying the accuracy of the simulation. The experimental simulation results show that the roof can form a step-like toppling failure pattern after drawing the coal, and it is difficult to release a triangular coal mass near the floor, which is the main concentration area of coal loss. The numerical simulation results show that, with the excavation of the coal seam, the rock mass around the goaf produces plastic failure, and the damage is mainly concentrated in the roof area. The upper part of the goaf mainly shows a tensile failure, while the other areas mainly show yield failure.http://dx.doi.org/10.1155/2020/8370634
spellingShingle Xin Kang
Sheng-li Yang
Ping Zhan
Liang-hui Li
Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
Advances in Civil Engineering
title Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
title_full Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
title_fullStr Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
title_full_unstemmed Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
title_short Simulation Study of the Roof Fracture Pattern of a Horizontal Sublevel Caving in a Steeply Inclined Thick Coal Seam
title_sort simulation study of the roof fracture pattern of a horizontal sublevel caving in a steeply inclined thick coal seam
url http://dx.doi.org/10.1155/2020/8370634
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AT pingzhan simulationstudyoftherooffracturepatternofahorizontalsublevelcavinginasteeplyinclinedthickcoalseam
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