Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill

To understand the mechanical properties of the backfill, to reveal the evolvement of micromechanical fissure of backfill, a uniaxial compression experiment was carried out for the full tailing cemented backfill. After loading, the microstructure of the specimens was observed by microscope and the po...

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Main Authors: Yufan Feng, Guanghua Sun, Xuejian Liang, Chenyang Liu, Yue Wang
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2020/8845285
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author Yufan Feng
Guanghua Sun
Xuejian Liang
Chenyang Liu
Yue Wang
author_facet Yufan Feng
Guanghua Sun
Xuejian Liang
Chenyang Liu
Yue Wang
author_sort Yufan Feng
collection DOAJ
description To understand the mechanical properties of the backfill, to reveal the evolvement of micromechanical fissure of backfill, a uniaxial compression experiment was carried out for the full tailing cemented backfill. After loading, the microstructure of the specimens was observed by microscope and the pore characteristic parameters were analyzed. The results showed that the diameter of the initial damage hole of the backfill was mostly between 0 and 40 μm, the hole diameter increases gradually with the increase of pressure, and the hole diameter reached more than 5000 μm in the postpeak damage stage. The upper structure of the backfill specimen is compact while the lower structure is relatively loose. The cracks and interfaces between tailings particles and cement paste are mechanical weak surfaces, where the cracks are mainly generated and propagated. The tip of microfractures in the backfill is damaged by the influence of stress concentration. In the failure process, both surface porosity and fracture density decrease first and then increase, and the average pore diameter increases gradually. The results have guiding significance for the study of backfill mechanical properties and goaf filling design.
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institution Kabale University
issn 1687-8434
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publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Materials Science and Engineering
spelling doaj-art-2443e69f528a48f0bd4d54a19343f7c62025-02-03T01:04:29ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422020-01-01202010.1155/2020/88452858845285Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented BackfillYufan Feng0Guanghua Sun1Xuejian Liang2Chenyang Liu3Yue Wang4College of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, ChinaCollege of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, ChinaCollege of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, ChinaCollege of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, ChinaCollege of Mining Engineering, North China University of Science and Technology, Tangshan, Hebei 063210, ChinaTo understand the mechanical properties of the backfill, to reveal the evolvement of micromechanical fissure of backfill, a uniaxial compression experiment was carried out for the full tailing cemented backfill. After loading, the microstructure of the specimens was observed by microscope and the pore characteristic parameters were analyzed. The results showed that the diameter of the initial damage hole of the backfill was mostly between 0 and 40 μm, the hole diameter increases gradually with the increase of pressure, and the hole diameter reached more than 5000 μm in the postpeak damage stage. The upper structure of the backfill specimen is compact while the lower structure is relatively loose. The cracks and interfaces between tailings particles and cement paste are mechanical weak surfaces, where the cracks are mainly generated and propagated. The tip of microfractures in the backfill is damaged by the influence of stress concentration. In the failure process, both surface porosity and fracture density decrease first and then increase, and the average pore diameter increases gradually. The results have guiding significance for the study of backfill mechanical properties and goaf filling design.http://dx.doi.org/10.1155/2020/8845285
spellingShingle Yufan Feng
Guanghua Sun
Xuejian Liang
Chenyang Liu
Yue Wang
Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
Advances in Materials Science and Engineering
title Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
title_full Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
title_fullStr Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
title_full_unstemmed Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
title_short Experimental Study on the Evolution Law of Mesofissure in Full Tailing Cemented Backfill
title_sort experimental study on the evolution law of mesofissure in full tailing cemented backfill
url http://dx.doi.org/10.1155/2020/8845285
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AT chenyangliu experimentalstudyontheevolutionlawofmesofissureinfulltailingcementedbackfill
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