Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer

In the stratified fully mechanized caving of ultra-thick coal seams, the inclined layout of upper and lower caving faces leads to lower fully mechanized caving face intermittently crossing residual coal pillars of the upper layer. This results in complex overburden breakage and mine pressure behavio...

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Main Authors: LIU Yong, WANG Hongwei, WU Xuesong, TIAN Chengpeng, GUAN Rongfu, NIE Yunxiao, FAN Zhiwei, CAO Peipei
Format: Article
Language:zho
Published: Editorial Department of Industry and Mine Automation 2024-12-01
Series:Gong-kuang zidonghua
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Online Access:http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.2024110079
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author LIU Yong
WANG Hongwei
WU Xuesong
TIAN Chengpeng
GUAN Rongfu
NIE Yunxiao
FAN Zhiwei
CAO Peipei
author_facet LIU Yong
WANG Hongwei
WU Xuesong
TIAN Chengpeng
GUAN Rongfu
NIE Yunxiao
FAN Zhiwei
CAO Peipei
author_sort LIU Yong
collection DOAJ
description In the stratified fully mechanized caving of ultra-thick coal seams, the inclined layout of upper and lower caving faces leads to lower fully mechanized caving face intermittently crossing residual coal pillars of the upper layer. This results in complex overburden breakage and mine pressure behavior, posing challenges to surrounding rock control and hindering safe coal production. Based on the 250203 lower fully mechanized caving face at Yanbei Coal Mine of Gansu Huating Coal Power Co., Ltd., methods of physical similarity simulation experiments, numerical modeling, and field measurements were applied to study the overburden movement and stress distribution evolution characteristics under residual coal pillars of the upper layer during inclined fully mechanized caving. The instability characteristics of residual coal pillars of the upper layer and the variation patterns of surrounding rock support pressure under the disturbance of lower fully mechanized caving were clarified. The overburden of the inclined working face was categorized into internal and external fields, and the evolution characteristics of the overburden structure when the lower fully mechanized caving face crossed the residual coal pillars were revealed. The results showed that the mining of the lower fully mechanized caving face induced instability in residual coal pillars of the upper layer, resulting in large-scale overburden collapse. The roof structure within the disturbed zone evolved progressively into a composite structure of "low-level inverted step cantilever beams and high-level large masonry beams". When the working face was 15 m from the residual coal pillar, the maximum vertical stress of the pillar reached 46.7 MPa, an increase of 9.9% compared to the pre-mining state, with significant pillar deformation observed. When the working face was directly beneath the residual coal pillar, the stress concentration zones of the pillar displayed an approximately crescent-shaped distribution. As the inclined position of the lower fully mechanized caving face relative to the residual coal pillars changed, the overburden breakage in the external field exhibited an approximately symmetrical trapezoidal shape. The dynamic instability of the structure caused the overburden collapse in the internal field to evolve through stages of "asymmetric double arches", "symmetric double arches", and "single arch". These findings provide significant guidance for the safe mining of stratified fully mechanized caving faces in ultra-thick coal seams.
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record_format Article
series Gong-kuang zidonghua
spelling doaj-art-c01e349b8db54af4bbb8539a4a6807982025-01-23T02:17:44ZzhoEditorial Department of Industry and Mine AutomationGong-kuang zidonghua1671-251X2024-12-015012465810.13272/j.issn.1671-251x.2024110079Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layerLIU Yong0WANG HongweiWU Xuesong1TIAN Chengpeng2GUAN Rongfu3NIE Yunxiao4FAN Zhiwei5CAO Peipei6Yanbei Coal Mine, Gansu Huating Coal Power Co., Ltd., Huating 744100, ChinaYanbei Coal Mine, Gansu Huating Coal Power Co., Ltd., Huating 744100, ChinaCollege of Energy Engineering, Xi'an University of Science and Technology, Xi'an 710054, ChinaYanbei Coal Mine, Gansu Huating Coal Power Co., Ltd., Huating 744100, ChinaTechnical Center, Huating Coal Industry Group Co., Ltd., Huating 744100, ChinaTechnical Center, Huating Coal Industry Group Co., Ltd., Huating 744100, ChinaYanbei Coal Mine, Gansu Huating Coal Power Co., Ltd., Huating 744100, ChinaIn the stratified fully mechanized caving of ultra-thick coal seams, the inclined layout of upper and lower caving faces leads to lower fully mechanized caving face intermittently crossing residual coal pillars of the upper layer. This results in complex overburden breakage and mine pressure behavior, posing challenges to surrounding rock control and hindering safe coal production. Based on the 250203 lower fully mechanized caving face at Yanbei Coal Mine of Gansu Huating Coal Power Co., Ltd., methods of physical similarity simulation experiments, numerical modeling, and field measurements were applied to study the overburden movement and stress distribution evolution characteristics under residual coal pillars of the upper layer during inclined fully mechanized caving. The instability characteristics of residual coal pillars of the upper layer and the variation patterns of surrounding rock support pressure under the disturbance of lower fully mechanized caving were clarified. The overburden of the inclined working face was categorized into internal and external fields, and the evolution characteristics of the overburden structure when the lower fully mechanized caving face crossed the residual coal pillars were revealed. The results showed that the mining of the lower fully mechanized caving face induced instability in residual coal pillars of the upper layer, resulting in large-scale overburden collapse. The roof structure within the disturbed zone evolved progressively into a composite structure of "low-level inverted step cantilever beams and high-level large masonry beams". When the working face was 15 m from the residual coal pillar, the maximum vertical stress of the pillar reached 46.7 MPa, an increase of 9.9% compared to the pre-mining state, with significant pillar deformation observed. When the working face was directly beneath the residual coal pillar, the stress concentration zones of the pillar displayed an approximately crescent-shaped distribution. As the inclined position of the lower fully mechanized caving face relative to the residual coal pillars changed, the overburden breakage in the external field exhibited an approximately symmetrical trapezoidal shape. The dynamic instability of the structure caused the overburden collapse in the internal field to evolve through stages of "asymmetric double arches", "symmetric double arches", and "single arch". These findings provide significant guidance for the safe mining of stratified fully mechanized caving faces in ultra-thick coal seams.http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.2024110079ultra-thick coal seamsstratified fully mechanized cavingresidual coal pillarsinclined working faceoverburden structure
spellingShingle LIU Yong
WANG Hongwei
WU Xuesong
TIAN Chengpeng
GUAN Rongfu
NIE Yunxiao
FAN Zhiwei
CAO Peipei
Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
Gong-kuang zidonghua
ultra-thick coal seams
stratified fully mechanized caving
residual coal pillars
inclined working face
overburden structure
title Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
title_full Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
title_fullStr Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
title_full_unstemmed Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
title_short Evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
title_sort evolution characteristics of overburden structure in inclined fully mechanized caving under residual coal pillars of the upper layer
topic ultra-thick coal seams
stratified fully mechanized caving
residual coal pillars
inclined working face
overburden structure
url http://www.gkzdh.cn/article/doi/10.13272/j.issn.1671-251x.2024110079
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