Voussoir beam model for lower strong roof strata movement in longwall mining – Case study

The paper presents the influence of varying immediate roof thickness on the lower strong roof strata movement and failure pattern in longwall coal mining with large mining height. The investigation is based on 58 geological drill holes and hydraulic shield pressure measurements around the longwall P...

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Main Authors: Chuang Liu, Huamin Li, Hani Mitri, Dongjie Jiang, Huigui Li, Junfa Feng
Format: Article
Language:English
Published: Elsevier 2017-12-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775516302207
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spelling doaj-5c17013377b44c0aab17ca8e6ebc08902020-11-24T21:04:13ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552017-12-01961171117610.1016/j.jrmge.2017.07.002Voussoir beam model for lower strong roof strata movement in longwall mining – Case studyChuang Liu0Huamin Li1Hani Mitri2Dongjie Jiang3Huigui Li4Junfa Feng5School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, ChinaSchool of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, ChinaDepartment of Mining and Materials Engineering, McGill University, Montreal, H3A 0E8, CanadaSchool of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, ChinaSchool of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, ChinaSchool of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454003, ChinaThe paper presents the influence of varying immediate roof thickness on the lower strong roof strata movement and failure pattern in longwall coal mining with large mining height. The investigation is based on 58 geological drill holes and hydraulic shield pressure measurements around the longwall Panel 42105 of the Buertai Mine in Inner Mongolia Autonomous Region, China. The longwall Panel 42105 is characterized by relatively soft immediate roof strata of varying thickness superposed by strong strata, herein defined as lower strong roof. A voussoir beam model is adopted to interpret the structural movement of the lower strong roof strata and shield pressure measurements. It is shown that when the immediate roof is relatively thick, the broken overlying lower strong roof tends to form a stable voussoir beam with previously broken layer, thus not exerting high pressure on the hydraulic shield and working face. When the immediate roof is relatively thin, the broken overlying lower strong roof tends to behave as a cantilever beam, thus exerting higher pressure on the hydraulic shield and working face. Comparison of model predictions with measured time-weighted average shield pressure (TWAP) shows good agreement.http://www.sciencedirect.com/science/article/pii/S1674775516302207Immediate roof thicknessVoussoir beamCantilever beamShield pressure
collection DOAJ
language English
format Article
sources DOAJ
author Chuang Liu
Huamin Li
Hani Mitri
Dongjie Jiang
Huigui Li
Junfa Feng
spellingShingle Chuang Liu
Huamin Li
Hani Mitri
Dongjie Jiang
Huigui Li
Junfa Feng
Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
Journal of Rock Mechanics and Geotechnical Engineering
Immediate roof thickness
Voussoir beam
Cantilever beam
Shield pressure
author_facet Chuang Liu
Huamin Li
Hani Mitri
Dongjie Jiang
Huigui Li
Junfa Feng
author_sort Chuang Liu
title Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
title_short Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
title_full Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
title_fullStr Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
title_full_unstemmed Voussoir beam model for lower strong roof strata movement in longwall mining – Case study
title_sort voussoir beam model for lower strong roof strata movement in longwall mining – case study
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2017-12-01
description The paper presents the influence of varying immediate roof thickness on the lower strong roof strata movement and failure pattern in longwall coal mining with large mining height. The investigation is based on 58 geological drill holes and hydraulic shield pressure measurements around the longwall Panel 42105 of the Buertai Mine in Inner Mongolia Autonomous Region, China. The longwall Panel 42105 is characterized by relatively soft immediate roof strata of varying thickness superposed by strong strata, herein defined as lower strong roof. A voussoir beam model is adopted to interpret the structural movement of the lower strong roof strata and shield pressure measurements. It is shown that when the immediate roof is relatively thick, the broken overlying lower strong roof tends to form a stable voussoir beam with previously broken layer, thus not exerting high pressure on the hydraulic shield and working face. When the immediate roof is relatively thin, the broken overlying lower strong roof tends to behave as a cantilever beam, thus exerting higher pressure on the hydraulic shield and working face. Comparison of model predictions with measured time-weighted average shield pressure (TWAP) shows good agreement.
topic Immediate roof thickness
Voussoir beam
Cantilever beam
Shield pressure
url http://www.sciencedirect.com/science/article/pii/S1674775516302207
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