Mechanical analysis of basic roof fracture mechanism and feature in coal mining with partial gangue backfilling-Reference-Cited by-同舟云学术

Mechanical analysis of basic roof fracture mechanism and feature in coal mining with partial gangue backfilling

Published:2020-01-01 Issue:1 Volume:12 Page:904-918
ISSN:2391-5447
Container-title:Open Geosciences
language:en
Short-container-title:

Author:

Wei Yin¹,Xiaomin Bai²,Jingke Wu³,Ran Zhang¹,Chao Liu¹,Ran Zhang¹,Yunxin Tang¹

Affiliation:

1. The Key Laboratory for Traffic and Transportation Security of Jiangsu Province, Huaiyin Institute of Technology , Huaian , 223003 , China

2. Faculty of Mechanical and Material Engineering, Huaiyin Institute of Technology , Huaian , 223003 , China

3. Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology , Huaian , 223003 , China

Abstract

Abstract Coal mining with partial gangue backfilling (CMPGB) method has the advantages of both high filling efficiency and excellent workface capacity, which breaks through the technical bottleneck of full-section backfilling mining. In order to reveal the fracture mechanism and characteristics in CMPGB workface, this paper presents a comparative analysis of the filling ratio of different filling patterns in CMPGB. A local composite elastic foundation mechanical model of basic roof in CMPGB was established using thin elastic plate theory. Then, Galerkin’s semi-analytic solution process was designed according to local composite elastic foundation characteristics. A deflection equation of the basic roof was derived, and a critical condition of the basic roof breakage was given. Based on engineering calculation example of Ji15-31010 workface of Pingdingshan No. 12 Coal Mine, the following conclusions are drawn. (1) At the basic roof of caving section, tensile-shear failure occurred in workface, cutoff position, and transition section, while compressive-shear failure occurred in the central part of the goaf. The basic roof showed a typical local “C–X” failure characteristic. (2) The value of first caving span decreased from 32.7 to 31.4 m as the elastic foundation coefficient of backfilling body increased from 70 × 106 to 120 × 106 N/m3, with a decreasing amplitude of only 4.1%. The increase of density of backfilling body only changed the support structure of backfilling section and had an insignificant effect on the first caving span. (3) The value of the first caving span decreased from 59.1 to 21.68 m as the length of caving section increased from 40 to 140 m, indicating that the first caving span was mainly influenced by the length of caving section. The measured value of the first caving span of Ji15-31010 CMPGB workface was 29.8 m, which was close to the theoretical value of mechanical model.

Publisher

Walter de Gruyter GmbH

Subject

General Earth and Planetary Sciences,Environmental Science (miscellaneous)

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