Reasonable width and control technology of narrow coal pillar in gob-side entry driving in deep-buried bump-prone coal seam

Aiming at the problem of large deformation of surrounding rock and difficulty of control gob-side entry driving in deep coal seam, taking the setting of narrow coal pillar in gob-side entry driving in deep-buried bump-prone coal seam as the engineering background, the reasonable range of narrow coal pillar width is calculated by combining theoretical analysis, numerical simulation and field test based on the limit equilibrium theory. The distribution and evolution of vertical stress and elastic energy density in narrow coal pillar and solid coal are analyzed by constructing numerical models of different narrow coal pillar widths and roadway driving widths. The results show that when the minimum width with narrow coal pillar is 5.04m and the width of roadway is 5.4m and 6.0m, the maximum width of coal pillar is 6.8m and 6.2m, respectively. The narrow coal pillar with reduced width still has a good bearing capacity and is subjected to low stress and low energy level, can effectively avoid large deformation of roadway and reduce the bump risk.

Institutions

Publication Details

Journal
SHILAP Revista de lepidopterología
Published
2024-12-01
DOI
https://doi.org/10.19606/j.cnki.jmst.2024901
Primary Topic
Geomechanics and Mining Engineering
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Reasonable width and control technology of narrow coal pillar in gob-side entry driving in deep-buried bump-prone coal seam

SHILAP Revista de lepidopterología
Geomechanics and Mining Engineering
article

Reasonable width and control technology of narrow coal pillar in gob-side entry driving in deep-buried bump-prone coal seam

article en

Abstract

Aiming at the problem of large deformation of surrounding rock and difficulty of control gob-side entry driving in deep coal seam, taking the setting of narrow coal pillar in gob-side entry driving in deep-buried bump-prone coal seam as the engineering background, the reasonable range of narrow coal pillar width is calculated by combining theoretical analysis, numerical simulation and field test based on the limit equilibrium theory. The distribution and evolution of vertical stress and elastic energy density in narrow coal pillar and solid coal are analyzed by constructing numerical models of different narrow coal pillar widths and roadway driving widths. The results show that when the minimum width with narrow coal pillar is 5.04m and the width of roadway is 5.4m and 6.0m, the maximum width of coal pillar is 6.8m and 6.2m, respectively. The narrow coal pillar with reduced width still has a good bearing capacity and is subjected to low stress and low energy level, can effectively avoid large deformation of roadway and reduce the bump risk.

SHILAP Revista de lepidopterología
China University of Mining and Technology (CN), Shenhua Group (China) (CN), UK Coal (GB), Inner Mongolia Electric Power (China) (CN), Liupanshui Normal University (CN)
Affordable and clean energy
Openalex Percentile: Top 65%
Geomechanics and Mining Engineering
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.