Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique

A new model is established to analyze mining stope stability, using variable weight theory to calculate the index weight for each factor in different stopes and unascertained measure evaluation technique to predict the risk grade of stope stability. In this model, an evaluation index system by virtu...

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Main Authors: Qian Kang, Yunmin Wang, Shuwen Zhang, Chengzhi Pu, Chuxuan Zhang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/8821168
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author Qian Kang
Yunmin Wang
Shuwen Zhang
Chengzhi Pu
Chuxuan Zhang
author_facet Qian Kang
Yunmin Wang
Shuwen Zhang
Chengzhi Pu
Chuxuan Zhang
author_sort Qian Kang
collection DOAJ
description A new model is established to analyze mining stope stability, using variable weight theory to calculate the index weight for each factor in different stopes and unascertained measure evaluation technique to predict the risk grade of stope stability. In this model, an evaluation index system by virtue of the 7 most important factors is established, including rock saturated uniaxial compressive strength, rock quality designation, rock joint and fissure, stope span, condition of pillar, groundwater seepage volume, and rate of supporting pit roof. And each index is divided into 5 grades by assignment value and the classification method of standardization. Accordingly, the analysis result is also classified into 5 risk grades. This model is used for the 6 main stopes from the -270 m section in Xin-Qiao Mine, China. The results, giving risk grade for each stope and guiding the use of corresponding measures, avoided the problem of state out of balance caused by conventional invariable weight theory models and have ensured no accident occurred in mining production in recent years. This model can be used in other mines widely, by assigning values for the 7 factors on basis of current in situ cases.
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institution Kabale University
issn 1468-8115
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language English
publishDate 2021-01-01
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series Geofluids
spelling doaj-art-e2923e310e7545a9a35ea340d072cea02025-02-03T06:06:40ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/88211688821168Prediction of Stope Stability Using Variable Weight and Unascertained Measurement TechniqueQian Kang0Yunmin Wang1Shuwen Zhang2Chengzhi Pu3Chuxuan Zhang4School of Resources & Environment and Safety Engineering, University of South China, Hengyang, 421001, ChinaState Key Laboratory of Safety and Health for Metal Mines, Maanshan, 243000, ChinaSchool of Resources & Environment and Safety Engineering, University of South China, Hengyang, 421001, ChinaSchool of Resources & Environment and Safety Engineering, University of South China, Hengyang, 421001, ChinaSchool of Resources & Environment and Safety Engineering, University of South China, Hengyang, 421001, ChinaA new model is established to analyze mining stope stability, using variable weight theory to calculate the index weight for each factor in different stopes and unascertained measure evaluation technique to predict the risk grade of stope stability. In this model, an evaluation index system by virtue of the 7 most important factors is established, including rock saturated uniaxial compressive strength, rock quality designation, rock joint and fissure, stope span, condition of pillar, groundwater seepage volume, and rate of supporting pit roof. And each index is divided into 5 grades by assignment value and the classification method of standardization. Accordingly, the analysis result is also classified into 5 risk grades. This model is used for the 6 main stopes from the -270 m section in Xin-Qiao Mine, China. The results, giving risk grade for each stope and guiding the use of corresponding measures, avoided the problem of state out of balance caused by conventional invariable weight theory models and have ensured no accident occurred in mining production in recent years. This model can be used in other mines widely, by assigning values for the 7 factors on basis of current in situ cases.http://dx.doi.org/10.1155/2021/8821168
spellingShingle Qian Kang
Yunmin Wang
Shuwen Zhang
Chengzhi Pu
Chuxuan Zhang
Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
Geofluids
title Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
title_full Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
title_fullStr Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
title_full_unstemmed Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
title_short Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique
title_sort prediction of stope stability using variable weight and unascertained measurement technique
url http://dx.doi.org/10.1155/2021/8821168
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AT chengzhipu predictionofstopestabilityusingvariableweightandunascertainedmeasurementtechnique
AT chuxuanzhang predictionofstopestabilityusingvariableweightandunascertainedmeasurementtechnique