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用爆破法处理采空区
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作者 胡爱华 湘沅 《世界采矿快报》 1993年第33期14-15,共2页
俄罗斯某矿采用分段平巷采矿法开采矿田边界侧翼的矿段。根据设计计算,当矿房极限跨度达到21m 时围岩自行冒落,从而达到处理采空区的目的。通过使用仪器观测和目测矿房状态业已确定,岩体的实际稳固性高于假定的,并且矿房顶柱和两帮冒落... 俄罗斯某矿采用分段平巷采矿法开采矿田边界侧翼的矿段。根据设计计算,当矿房极限跨度达到21m 时围岩自行冒落,从而达到处理采空区的目的。通过使用仪器观测和目测矿房状态业已确定,岩体的实际稳固性高于假定的,并且矿房顶柱和两帮冒落几次后就停止自行冒落。埋藏深度300m 的一矿房回采空区167000m^3,岩层的垂直暴露面高度为55m, 展开更多
关键词 采空区崩落 爆破法
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当今采动地层塌陷灾害研究与控制途径 被引量:5
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作者 于广明 王永和 +1 位作者 田荣 李禄华 《自然灾害学报》 CSCD 1996年第3期71-75,共5页
作者论述了采矿引起地层塌陷灾害的严重性,探讨了采动地层塌陷的影响因素,并以此提出当今地层塌陷研究途径和地层塌陷灾害控制技术。
关键词 地层塌陷 矿地质 采空区崩落 灾害 岩石沉陷
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覆岩崩落过程中群巷动力特征与稳定性分析 被引量:3
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作者 王金安 石杰红 《金属矿山》 CAS 北大核心 2005年第11期7-9,84,共4页
采用FLAC^(2D)数值模拟对西石门铁矿群巷在上覆采空区崩落动力作用下围岩的动力特征进行了分析,得出动力作用对群巷的主要影响,并对动力作用下群巷围岩稳定性进行分析,进而为预防由于动力作用而可能产生的破坏及围岩支护提供理论依据。
关键词 数值模拟 群巷 动力特征 稳定性 采空区崩落 动力特征 稳定性分析 围岩稳定性 动力作用 覆岩 数值模拟 围岩支护 矿群
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Study on gob-side entry retaining technique with roadside packing in longwall top-coal caving technology 被引量:3
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作者 华心祝 《Journal of Coal Science & Engineering(China)》 2004年第1期9-12,共4页
Pointed out some technical difficulties of gob-side entry retaining with roadside packing in longwall top-coal caving technology (LTCT), and analyzed the function mecha-nism of roadside filling body. Theory analysis s... Pointed out some technical difficulties of gob-side entry retaining with roadside packing in longwall top-coal caving technology (LTCT), and analyzed the function mecha-nism of roadside filling body. Theory analysis shows the mechanical properties of high water material fit for the feature of deformation of gob-side entry retaining in LTCT, and gob-side entry retaining in LTCT face is one of effective ways to increase the recovery ra-tio of mining district. 展开更多
关键词 gob-side entry retaining roadside packing longwall top-coal caving support resistance
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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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