根据影响因素对矿井工作轮廓的应力-应变状态参数进行论证

IF 0.8 Q4 METALLURGY & METALLURGICAL ENGINEERING
V. Demin, V. V. Zhurov
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引用次数: 0

摘要

采矿地质条件的复杂化,涉及构造复杂的地区和整个矿床的开发,开发深度的增加,岩石压力的危险动力效应的表现,这就要求改进矿山支护的方法、系统、方法和手段,并提高支护材料的质量。影响采动支架使用的采矿地质因素包括:赋存深度,它决定了岩石垂直和水平分量的压力大小;层厚,矿床发育;床角;寄主岩石的性质,岩石和矿物的结构和物理力学性质。本文利用ANSYS软件对煤矿活动工作面周围岩体应力-应变状态进行了解析建模,并根据不同锚固长度下易塌陷岩层厚度,评价了其断面形状和煤层落角对锚固支护时岩体最大应力值的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Justification of the stress-strain state’s parameters of the mine workings contours depending on the influencing factors
The complication of mining and geological conditions is associated with the involvement in the development of areas and entire deposits with complex tectonics, an increase in the depth of development, the manifestation of dangerous dynamic effects of rock pressure, which necessitates the improvement of methods, systems, methods and means of supporting mine workings, as well as improving the quality of materials used for support. Mining and geological factors affecting the use of mining support include: the depth of occurrence, which determines the magnitude of the vertical and horizontal components of the rock pressure; layer thickness, developed deposit; bed angle; properties of the host rocks, structure and physical and mechanical properties of rocks and minerals. The paper presents the conduction of the analytical modelling of the rock mass stress-strain state around the active mine workings using the ANSYS software with the assessment of the influence of its cross-section shape and the angle of the coal seam fall on the value of the maximum stresses arising in the rock mass when the workings are supported with the anchoring support depending on the thickness of the easily collapsible rock layer at different lengths of anchoring.
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42.90%
发文量
55
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