The creep compaction behavior of crushed mudstones under the step loading in underground mining

Abstract The crushed rocks are used as a filling material in mined-out areas of underground mining. Compared with the man-made filling materials, the crushed rocks exhibit higher compressibility and lower stability, which may result in instability of surrounding rock and surface subsidence. To study...

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Main Authors: Zhibiao Guo, Qiong Wang, Songyang Yin, Xiaohui Kuai, Dongshan Yan, Mengyi Li, Yandong Qu
Format: Article
Language:English
Published: SpringerOpen 2019-03-01
Series:International Journal of Coal Science & Technology
Subjects:
Online Access:http://link.springer.com/article/10.1007/s40789-019-0243-8
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spelling doaj-d10b5600b2944299a23d8688808d3a602021-03-02T08:14:43ZengSpringerOpenInternational Journal of Coal Science & Technology2095-82932198-78232019-03-016340841810.1007/s40789-019-0243-8The creep compaction behavior of crushed mudstones under the step loading in underground miningZhibiao Guo0Qiong Wang1Songyang Yin2Xiaohui Kuai3Dongshan Yan4Mengyi Li5Yandong Qu6State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologySchool of Mechanics and Civil Engineering, China University of Mining and TechnologyAbstract The crushed rocks are used as a filling material in mined-out areas of underground mining. Compared with the man-made filling materials, the crushed rocks exhibit higher compressibility and lower stability, which may result in instability of surrounding rock and surface subsidence. To study the creep compaction behavior of crushed mudstones, a series of creep tests are conducted. The investigations show that the creep compaction behavior of crushed mudstones is highly dependent on the original grain composition and axial stress applied on the samples. The samples with more large particles are easier to deform at initial loading stage for more large voids existed in the samples, and exhibit greater stability than those with smaller particles when the axial stress less than the bearing capacity of “framework structure”. When the axial stress is higher than 20 MPa, the influences of grain composition on deformability of crushed mudstones are weakened after the samples experience repeated compression. At lower stress level, the creep behavior prefers to occur in the samples with smaller particles, which is mainly caused by particles flow without significant particle breakage. As the axial stress increases, the single-sized sample with smaller particle size and the well-graded sample with larger Talbol power exponent n present more unstable under the constant stress. In addition, the filling of the residual intergranular voids by small particles formed by crushing and splitting behavior is the main cause of creep deformation. Lastly, a creep equation of crushed mudstones is obtained in this paper, which can agree with the experimental results in good.http://link.springer.com/article/10.1007/s40789-019-0243-8Crushed mudstonesGrain compositionCreep compaction behaviorUnderground mining
collection DOAJ
language English
format Article
sources DOAJ
author Zhibiao Guo
Qiong Wang
Songyang Yin
Xiaohui Kuai
Dongshan Yan
Mengyi Li
Yandong Qu
spellingShingle Zhibiao Guo
Qiong Wang
Songyang Yin
Xiaohui Kuai
Dongshan Yan
Mengyi Li
Yandong Qu
The creep compaction behavior of crushed mudstones under the step loading in underground mining
International Journal of Coal Science & Technology
Crushed mudstones
Grain composition
Creep compaction behavior
Underground mining
author_facet Zhibiao Guo
Qiong Wang
Songyang Yin
Xiaohui Kuai
Dongshan Yan
Mengyi Li
Yandong Qu
author_sort Zhibiao Guo
title The creep compaction behavior of crushed mudstones under the step loading in underground mining
title_short The creep compaction behavior of crushed mudstones under the step loading in underground mining
title_full The creep compaction behavior of crushed mudstones under the step loading in underground mining
title_fullStr The creep compaction behavior of crushed mudstones under the step loading in underground mining
title_full_unstemmed The creep compaction behavior of crushed mudstones under the step loading in underground mining
title_sort creep compaction behavior of crushed mudstones under the step loading in underground mining
publisher SpringerOpen
series International Journal of Coal Science & Technology
issn 2095-8293
2198-7823
publishDate 2019-03-01
description Abstract The crushed rocks are used as a filling material in mined-out areas of underground mining. Compared with the man-made filling materials, the crushed rocks exhibit higher compressibility and lower stability, which may result in instability of surrounding rock and surface subsidence. To study the creep compaction behavior of crushed mudstones, a series of creep tests are conducted. The investigations show that the creep compaction behavior of crushed mudstones is highly dependent on the original grain composition and axial stress applied on the samples. The samples with more large particles are easier to deform at initial loading stage for more large voids existed in the samples, and exhibit greater stability than those with smaller particles when the axial stress less than the bearing capacity of “framework structure”. When the axial stress is higher than 20 MPa, the influences of grain composition on deformability of crushed mudstones are weakened after the samples experience repeated compression. At lower stress level, the creep behavior prefers to occur in the samples with smaller particles, which is mainly caused by particles flow without significant particle breakage. As the axial stress increases, the single-sized sample with smaller particle size and the well-graded sample with larger Talbol power exponent n present more unstable under the constant stress. In addition, the filling of the residual intergranular voids by small particles formed by crushing and splitting behavior is the main cause of creep deformation. Lastly, a creep equation of crushed mudstones is obtained in this paper, which can agree with the experimental results in good.
topic Crushed mudstones
Grain composition
Creep compaction behavior
Underground mining
url http://link.springer.com/article/10.1007/s40789-019-0243-8
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