[1] 张子飞,贺安民.浅埋煤层柔模混凝土沿空留巷支护及稳定性分析[J].煤炭科学技术,2013,41(9):24-28.
Zhang Zifei, He Anmin. Analysis of Surrounding Support and Stability on Gob-side Entry Retaining with Flexible-formwork Concrete in Shallow Seam[J]. Coal Science And Technology, 2013,41(9):24-28.
[2] 杨俊彩.浅埋深厚煤层柔模混凝土沿空留巷矿压规律研究[J].煤炭科学技术,2015,43(11):29-32.
Yang Juncai. Study on mining pressure law of gob-side entry retaining with flexible formwork concrete in shallowly-buried thick coal seam[J]. Coal Science And Technology,2015,43(11):29-32.
[3] 钱鸣高,石平五.矿山压力与岩层控制[M].徐州:中国矿业大学出版社,2003.
[4] 马立强,张东升,王红胜等.厚煤层巷内预置充填带无煤柱开采技术[J]. 岩石力学与工程学报,2010,29(4);675-679.
MA Liqiang, ZHANG Dongsheng, WANG Hongsheng,eta1.Mining technology with preset packing body in roadway for thick coal seam without coal pillars[J].Chinese Journal of Rock Mechanics and Engineering.2010,29(4):675—679.
[5] 孙恒虎,赵炳利. 沿空留巷的理论与实践[M]. 北京:煤炭工业出版社,1993.
[6] 王凯,左垒安等. 复合顶板沿空留巷承载机理与支护技术研究[J]. 采矿与安全工程学报, 2013,30(2):210–213.WANG Kai,ZUO Leian,eta1.Research of bearing mechanism and support technique of composite roof in gob-side entry retaining[J].Joumal of Mining&safety Engineering,2013,30(2):210–213.
[7] 张国峰,何满潮.白皎矿保护层沿空切顶成巷无煤柱开采技术研究[J] .采矿与安全工程学报,2011,28(4):511-516.
Zhang Guofeng,He Manchao,Yu Xueping,et al.Research on the technique of no-pillar mining with gob-side entry retaining formed by advanced roof caving in the protective seam in baijiao coal mine[J].Journal of Mining&Safety Engineering,2011,28(4):511-516.
[8] 何满潮,景海河,孙晓明.软岩工程力学[M].北京:科技出版社,2002.
[9] HE Manchao, JIN Li miao ,etl. Characterstics of acoustic wmission on the experimental process of strain burst at depth .2009 The 7th International Symposium on Rockburst and Seismicity in Mines.
[10] 王维维 李凤义等.切顶卸压沿空留巷技术研究及应用[J] .黑龙江科技大学学报,2014,28(4):23-26.
WANG Weiwei, LI Fengyi. Applied research of Gob-Side Entry Formed by Advanced Roof Caving[J] .Journal of Heilongjiang University of Science and Technology ,2014,28(4):23-26.
[11]孙晓明,刘鑫等薄煤层切顶卸压沿空留巷关键参数研究[J] .岩石力学与工程学报,2014,33(7):1450-1456.
Sun Xiaoming,Liu Xin,Liang Guangfeng,et al.Key parameters of gob-side entry retaining formed by roof cut and pressure releasing in thin seams[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(7):1449-1456.