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Spontaneous caving and gob-side entry retaining of thin seam with large inclined angle 被引量:3
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作者 Zhang Yongqin Tang Jianxin +2 位作者 Xiao Daqiang Sun Lele Zhang Weizhong 《International Journal of Mining Science and Technology》 SCIE EI 2014年第4期441-445,共5页
Based on the research method of combining simulation analysis with field testing by distinct element process UDEC, we have analyzed the roof deformation and failure laws and roadway support technology of gob-side entr... Based on the research method of combining simulation analysis with field testing by distinct element process UDEC, we have analyzed the roof deformation and failure laws and roadway support technology of gob-side entry retaining in a thin seam with a large inclined angle. The results show that during exploitation in seams with large inclined angle, rotational subsidence of the main roof under the gob area is small and can maintain balance, so there is no need to provide artificial permanent support resistance for the main roof near the upper side to control rotational subsidence. Obstructed by the dense scrap rail,waste rock from the immediate roof caving slides from the upper gob area to the lower area and fills it,which strikes a balance between the immediate roof under the goaf after it fractures into large pieces and filling waste rocks. 展开更多
关键词 large inclined angle Gob-side entry retaining Spontaneous caving Thin seam field test
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