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Synergistic control mechanism and engineering practice of full-profile support in karst roadways under dual-wing mining disturbance  ( SCI-EXPANDED收录 EI收录)  

文献类型:期刊文献

英文题名:Synergistic control mechanism and engineering practice of full-profile support in karst roadways under dual-wing mining disturbance

作者:Li, Bin Chen, Shoukun Xu, Youlin Zhou, Bo Chen, Zhisong Zhang, Jitao

第一作者:Li, Bin

通信作者:Chen, SK[1]

机构:[1]Guizhou Univ, Sch Min, Guiyang 550025, Guizhou, Peoples R China;[2]Guizhou Inst Technol, Sch Min Engn, Guiyang 550003, Guizhou, Peoples R China;[3]Guizhou Qianchenglijin Technol Co Ltd, Guiyang 550081, Guizhou, Peoples R China;[4]Hunan Univ Sci & Technol, Sch Resource & Environm & Safety Engn, Xiangtan 411201, Peoples R China

第一机构:Guizhou Univ, Sch Min, Guiyang 550025, Guizhou, Peoples R China

通信机构:corresponding author), Guizhou Univ, Guiyang, Guizhou, Peoples R China.

年份:2025

卷号:16

期号:12

外文期刊名:AIN SHAMS ENGINEERING JOURNAL

收录:;EI(收录号:20253819184401);Scopus(收录号:2-s2.0-105015949670);WOS:【SCI-EXPANDED(收录号:WOS:001575423900001)】;

语种:英文

外文关键词:Dual-wing mining disturbance; Karst strata; Full-profile spatial support; Synergistic control; Numerical simulation

摘要:With increasing mining depth and complex methods, roadways face severe geological challenges like intense deformation and soft rock layers. Support becomes especially difficult in karst regions, which feature fractures and cavities. This study analyzes mining methods, rock behavior, simulations, and field data to identify deformation causes, proving that combined high stress, gas, temperature, and mining disturbances compromise traditional support safety. Alternatively, an innovative full-profile spatial reinforcement technology is proposed, which effectively stabilizes weak, deformable roadways, enhancing long-term performance. The proposed integration of active and passive supports realized in the case study of Songhe Dongyi Mine, Guizhou, China, increased resistance, boosted rock self-bearing capacity, reduced deformation by 38.5 % and stress concentration factor more than twice (from 2.8 to 1.3), controlled floor heave (<50 mm), and improved operation safety. The integrated approach was very effective in geologically complex mining environments, providing theoretically substantiated innovations and practical applications for karst terrain engineering.

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