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Study on artificial reinforced concrete roof's thickness for subsequent backfilling method in fragmented rock mass deposits.

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第一作者： Jiaxiang,Zhou

第一单位： School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China.

作者： Jiaxiang,Zhou ^[1] ; Nan,Yao ^[2] ; Yicheng,Ye ^[3] ; Jian,Du ^[4] ; Mingwei,Sun ^[4]

作者单位： School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China. ^[1] School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China. yaonan@wust.edu.cn.;Hubei Key Laboratory for Efficient Utilization and Agglomeration of Metallergic Mineral Resource, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China. yaonan@wust.edu.cn. ^[2] School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China.;Hubei Key Laboratory for Efficient Utilization and Agglomeration of Metallergic Mineral Resource, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China. ^[3] Jinshandian Mining Co., Ltd., WSCO Resources Group, Daye, China. ^[4]

关键词 Artificial roof Fragmented rock mass Roof-contact filling Stope stability Subsequent backfilling

DOI 10.1038/s41598-025-05467-2

PMID 40594118

发布时间 2025-07-04

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