Evidence map›Paper›PMID 41851202›Full record

ArticleScientific reports2026

Optimizing roadway location and cross section under superposition of residual coal pillars and adjacent goafs in close distance coal seams.

Yuqi Ren, Jian Li, Yang Li, Xiaoyu Wu, Hongjie Qin

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

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2 · The registry

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3 · Its place in the literature

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4 · The record

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5 · Who and what money

Authors and funding

5 authors.

Yuqi RenSchool of Coal Engineering, Shanxi Datong University, Datong, 037003, China. ryq2019cumtb@126.com.
Jian LiSchool of Coal Engineering, Shanxi Datong University, Datong, 037003, China.
Yang LiSchool of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing, 100083, China.
Xiaoyu WuSchool of Coal Engineering, Shanxi Datong University, Datong, 037003, China. Wuxiaoyu@sxdtdx.edu.cn.
Hongjie QinSchool of Coal Engineering, Shanxi Datong University, Datong, 037003, China.

Funding

Fundamental Research Program of Shanxi Province 202403021222261National Natural Science Foundation of China 52074293Science and Technology Plan Project of Datong 2025006University Science and Technology Innovation Program of Shanxi Province 2024L305
6 · The paper itself

Abstract

The residual coal pillar and adjacent goafs in the upper coal seam have a superposition effect on the stress environment of the lower coal seam in close distance coal seams with downward mining. Therefore, it is essential to determine the appropriate location and cross section of the roadway. Through field measurement, theoretical analysis, and numerical simulation, the stability performance of the roadway was analyzed under the superposition effect of the residual coal pillar and adjacent goaf in the close distance coal seam at Meihuajing Coal Mine. Finally, the appropriate location and cross section of the roadway were determined. The results show that: (1) The 60 m wide residual coal pillar in the upper coal seam can effectively bear the surrounding rock pressure and keep the roof structure stable. (2) The optimum position for the roadway in the lower coal seam should be located in the vertical stress decreasing area, with a horizontal distance of 10 m between the roadway and the edge of the residual coal pillar. (3) The roadways with the straight wall semi-circular arch (SWSCA) cross section and the three-centered arch (TCA) cross section have the highest stability, while the one with the rectangular cross section (R) has the lowest stability of the surrounding rock, combining with the distributions of vertical stress and plastic zone. (4) Considering the superposition effect of the residual coal pillar and adjacent goaf, the roadway with SWSCA cross section is recommended for implementation in the lower coal seam because of its good stability and simple construction.

Indexed as

Close distance coal seamRoadway cross section selectionRoadway layout optimizationStress transfer mechanismSuperposition effect

Identifiers

PMID41851202
PMCPMC13133157

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.