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Roof Control Technology of Mining Roadway under the Influence of Advanced Supporting Pressure  ( SCI-EXPANDED收录)   被引量:2

文献类型:期刊文献

英文题名:Roof Control Technology of Mining Roadway under the Influence of Advanced Supporting Pressure

作者:Jin, Zhiyuan Xu, Youlin Peng, Tao Gao, Linsheng

第一作者:金志远

通信作者:Peng, T[1];Peng, T[2]

机构:[1]Guizhou Inst Technol, Sch Min Engn, Guiyang 550003, Guizhou, Peoples R China;[2]Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China;[3]North China Inst Sci & Technol, Sch Safety Engn, Langfang 065201, Hebei, Peoples R China

第一机构:贵州理工学院矿业工程学院

通信机构:corresponding author), Guizhou Inst Technol, Sch Min Engn, Guiyang 550003, Guizhou, Peoples R China;corresponding author), Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China.|贵州理工学院矿业工程学院;贵州理工学院;

年份:2021

卷号:2021

外文期刊名:ADVANCES IN CIVIL ENGINEERING

收录:;Scopus(收录号:2-s2.0-85108442460);WOS:【SCI-EXPANDED(收录号:WOS:000664874600003)】;

基金:This research was supported by projects supported by the National Natural Science Foundation of China (51764010 and 5184109), Science and Technology Programs of Guizhou Province (Qiankehe Platform Talent [2019] 5674), and Guizhou Province Basic Research (Science and Technology Fund) Project (Qiankehe Foundation [2020] 1Y215).

语种:英文

摘要:In order to solve the problem of controlling the roof of the stoping roadway in 1204 fully mechanized face under the influence of advanced support pressure, according to the characteristics of the stoping roadway section, the single hydraulic prop and pi-shaped steel beam were selected to verify the shrinkage of the single hydraulic support and establish mechanics. The model calculates that at least 3 single hydraulic props and at least 2 material lanes are required for the transportation lane; through the numerical simulation method, a reasonable roof control plan for the stoping roadway in the advance support section is determined, that is, 0 similar to in front of the material lane. The one-beam three-column method is adopted within 30 m, and the row spacing is 0.8 m; the one-beam four-pillar method is adopted within 0-20 m of the working front of the transportation lane; and the one-beam three-pillar method is adopted within 20-30 m, and the row spacing is 0.8 m. On-site industrial test practice proved that the proposed roof control scheme is reasonable, and the roadway section can meet the actual production requirements.

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