[1]翟文立,何富连,王振,等.特厚煤层综放窄煤柱沿空煤巷切顶护巷效应与围岩控制研究[J/OL].采矿与安全工程学报,1-15[2024-12-16].http://kns.cnki.net/kcms/detail/32.1760.td.20240304.1427.002.html.
[2]孟海东,田睿,徐严军.迎采动沿空掘巷窄煤柱合理宽度的研究[J].煤炭工程,2017,49(9):36-39.MENG Haidong,TIAN Rui,XU Yanjun.Study on the reasonable width of narrow coal pillars along the empty excavation roadway for mining movement[J] Coal Engineering,2017,49(9):36-39.
[3]张百胜,王朋飞,崔守清,等.大采高小煤柱沿空掘巷切顶卸压围岩控制技术[J].煤炭学报,2021,46(7):2254-2267.ZHANG Baisheng,WANG Pengfei,CUI Shouqing,et al.Control technology of surrounding rock for roof cutting and pressure relief along the empty excavation roadway of large mining height and small coal pillar[J].Journal of China Coal Society,2021,46(7):2254-2267.
[4]王德超,王永军,王琦,等.深井综放沿空掘巷围岩应力特征模型试验研究[J].采矿与安全工程学报,2019,36(5):932-940.WANG Dechao,WANG Yongjun,WANG Qi,et al.Model test on rockstress characteristics around gob-side entry in deep coalmine[J].Journal of Mining and Safety Engineering,2019,36(5):932-940.
[5]程利兴,康红普,姜鹏飞,等.深井沿空掘巷围岩变形破坏特征及控制技术研究[J].采矿与安全工程学报,2021,38(2):227-236.CHENG Lixing,KANG Hongpu,JIANG Pengfei,et al.Research on deformation and failure characteristics and control technology of surrounding rock along the roadway excavation in deep wells[J].Journal of Mining and Safety Engineering,2021,38(2):227-236.
[6]张杰,刘清洲,孙遥,等.浅埋薄基岩沿空掘巷围岩结构稳定性分析[J].采矿与安全工程学报,2020,37(4):647-654.ZHANG Jie,LIU Qingzhou,SUN Yao,et al.Stability analysis of surrounding rock structure along shallow buried thin bedrock[J].Journal of Mining and Safety Engineering,2020,37(4):647-654.
[7]查文华,李雪,华心祝,等.基本顶断裂位置对窄煤柱护巷的影响及应用[J].煤炭学报,2014,39(增刊2):332-338.ZHA Wenhua,LI Xue,HUA Xinzhu,et al.Influence and application of basic roof fracture position on narrow coal pillar roadway[J].Journal of China Coal Society,2014,39(Supplement 2):332-338.
[8]许磊,李明伟,郭亮,等.切近位关键层卸压沿空掘巷关键参数与工程应用[J].采矿与安全工程学报,2023,40(1):91-100.XU Lei,LI Mingwei,GUO Liang,et al.Key parameters and engineering applications of roadway excavation along the pressure relief of the cut-off key layer[J].Journal of Mining and Safety Engineering,2023,40(1):91-100.
[9]郭海豹,王渊.大采高切顶卸压留小煤柱护巷围岩控制技术研究[J].煤炭技术,2022,41(12):46-50.GUO Haibao,WANG Yuan.Research on the control technology of roadway protection of small coal pillars with high roof cutting and pressure relief in large mining[J].Coal Technology,2022,41(12):46-50.
[10]郭志飚,赵元欣,杨东山,等.跨断层切顶卸压自成巷顶板变形机理及控制技术研究[J].煤炭科学技术,2024,52(6):14-28.GUO Zhibiao,ZHAO Yuanxin,YANG Dongshan,et al.Research on deformation mechanism and control technology of roof of self-formed roadway with cross-fault roof cutting and pressure relief[J].Coal Science and Technology,2024,52(6):14-28..
[11]王炯,李永俊,王钊铉,等.中厚煤层切顶卸压小煤柱沿空掘巷关键参数研究[J].煤炭技术,2022,41(8):6-14.WANG Jiong,LI Yongjun,WANG Zhaoxuan,et al.Research on key parameters of small coal pillars along the empty roadway for roof cutting and pressure relief in medium and thick coal seams[J].Coal Technology,2022,41(8):6-14.
[12]张书军,徐学锋.深孔爆破切顶卸压控制沿空掘巷围岩变形技术研究[J].煤炭工程,2018,50(3):57-59,62.ZHANG Shujun,XU Xuefeng.Research on deformation technology of surrounding rock along the roadway excavation for pressure relief control of deep hole blasting roof cutting[J].Coal Engineering,2018,50(3):57-59,62.
[13]别小飞,王文,唐世界,等.深井高应力切顶卸压沿空掘巷围岩控制技术[J].煤炭科学技术,2020,48(9):173-179.BIE Xiaofei,WANG Wen,TANG Shijie,et al.Control technology of surrounding rock along the roadway excavation along the empty roadway with high stress roof cutting and pressure relief in deep wells[J].Coal Science and Technology,2020,48(9):173-179.
[14]张兆一.近距离坚硬顶板巷道水力控顶理论及其应用研究[J].矿业安全与环保,2024,51(2):111-117,126.ZHANG Zhaoyi.Theory and application of hydraulic roof control in roadway with close hard roof[J].Mining Safety and Environmental Protection,2024,51(2):111-117,126.
[15]闫少宏,薛博.高强度开采煤壁稳定性关键因素量化与危险性分级研究[J/OL].煤炭学报,1-12[2024-12-17].https://doi.org/10.13225/j.cnki.jccs.2023.1468.
[16]钱玉村,杨博,郑如意,等.基于经验模态分解-灰色关联度分析-蒲公英优化器改进Elman网络的锂离子电池健康状态估计[J].电网技术,2024,48(9):3695-3704.QIAN Yucun,YANG Bo,ZHENG Ruyi,et al.State of health estimation of lithiumion batteries based on empirical mode decomposition-grey correlation analysis-dandelion optimizer to improve elman network[J].Power System Technology,2024,48(9):3695-3704.
[17]郎秋玲,王伟,高成梁.基于组合权重与灰色关联度分析法的地铁深基坑开挖稳定性评价[J].吉林大学学报(地球科学版),2020,50(6):1823-1832.LANG Qiuling,WANG Wei,GAO Chengliang.Stability evaluation of subway deep foundation pit excavation based on combined weight and grey correlation analysis[J].Journal of Jilin University (Earth Science Edition),2020,50(6):1823-1832.
[1]刘玉德,张洪鹏,王广青,等.沿空掘进软岩巷道桁架联合支护试验研究[J].中国安全生产科学技术,2013,9(1):24.
LIU Yu de,ZHANG Hong peng,WANG Guang qing,et al.Experimental study on girder combination supporting of softrock roadway drivage along goaf[J].Journal of Safety Science and Technology,2013,9(2):24.
[2]成云海,冯飞胜,樊俊鹏,等.特厚易发火煤层沿空巷道顶板离层分析及控制技术[J].中国安全生产科学技术,2014,10(12):29.[doi:10.11731/j.issn.1673-193x.2014.12.005]
CHENG Yun-hai,FENG Fei-sheng,FAN Jun-peng,et al.Analysis and control technology of roof bedding separation at gob-side entry in super thick and prone to ignition coal seam[J].Journal of Safety Science and Technology,2014,10(2):29.[doi:10.11731/j.issn.1673-193x.2014.12.005]
[3]杨艳国,范楠,潘军,等.特厚煤层沿空掘巷合理留设小煤柱的试验研究[J].中国安全生产科学技术,2017,13(12):104.[doi:10.11731/j.issn.1673-193x.2017.12.016]
YANG Yanguo,FAN Nan,PAN Jun,et al.Experimental study on reasonable leaving of small coal pillar for gob-side entry driving in extra-thick coal seam[J].Journal of Safety Science and Technology,2017,13(2):104.[doi:10.11731/j.issn.1673-193x.2017.12.016]
[4]冯友良.考虑采空区压实效应的沿空掘巷煤柱设计方法研究*[J].中国安全生产科学技术,2021,17(11):53.[doi:10.11731/j.issn.1673-193x.2021.11.008]
FENG Youliang.Study on coal pillar design method of gob-side entry driving considering gob compaction effect[J].Journal of Safety Science and Technology,2021,17(2):53.[doi:10.11731/j.issn.1673-193x.2021.11.008]
[5]芮少阁,姚韦靖,黄鑫,等.梯形非对称沿空掘巷小煤柱合理留设宽度及支护设计*[J].中国安全生产科学技术,2025,21(8):63.[doi:10.11731/j.issn.1673-193x.2025.08.008]
RUI Shaoge,YAO Weijing,HUANG Xin,et al.Rational width setting and support design for small coal pillars in trapezoidal asymmetric gob-side entry driving[J].Journal of Safety Science and Technology,2025,21(2):63.[doi:10.11731/j.issn.1673-193x.2025.08.008]