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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Wiley
2020-01-01
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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. |
format | Article |
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institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2020-01-01 |
publisher | Wiley |
record_format | Article |
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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