Height of overburden fracture based on key strata theory in longwall face.


Journal

PloS one
ISSN: 1932-6203
Titre abrégé: PLoS One
Pays: United States
ID NLM: 101285081

Informations de publication

Date de publication:
2020
Historique:
received: 10 06 2019
accepted: 12 01 2020
entrez: 25 1 2020
pubmed: 25 1 2020
medline: 28 4 2020
Statut: epublish

Résumé

Among the three overburden zones (the caving zone, the fracture zone, and the continuous deformation zone) in longwall coal mining, the continuous deformation zone is often considered to be continuous without cracks, so continuum mechanics can be used to calculate the subsidence of overburden strata. Longwall coal mining, however, will induce the generation of wide cracks in the surface and thus may cause the continuous deformation zone to fracture. In this paper, whether there are cracks in the continuous deformation zone as well as the height of overburden fracture in longwall face and the subsidence and deformation of strata of different fracture penetration ratios were studied by means of physical simulation, theoretical analysis and numerical simulation. The results show that: (1) Rock stratum starts to fracture as long as it has slightly subsided for only tens of millimeters, and the height of fracture development is the height of working face overburden. (2) With the increase of fracture penetration ratio, the subsidence of key strata remains basically unchanged; the surface deformation range and the maximum compression deformation decrease, while the maximum horizontal movement and maximum horizontal tensile deformation increase. Therefore, the subsidence of overburden strata which have fractured but have not broken can be calculated through the continuum mechanics method.

Identifiants

pubmed: 31978195
doi: 10.1371/journal.pone.0228264
pii: PONE-D-19-16144
pmc: PMC6980533
doi:

Types de publication

Journal Article Research Support, Non-U.S. Gov't

Langues

eng

Sous-ensembles de citation

IM

Pagination

e0228264

Déclaration de conflit d'intérêts

The authors have declared that no competing interests exist.

Auteurs

Weiyong Lu (W)

Department of Mining Engineering, Luliang University, Lvliang, Shanxi, P.R. China.

Changchun He (C)

School of Civil Engineering and Architecture, East China University of Technology, Nanchang, Jiangxi, P.R. China.

Xin Zhang (X)

School of Minerals and Energy Resources Engineering, Faculty of Engineering, University of New South Wales, Sydney NSW, Australia.

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