Method for weak zones location at the coal-bed – host rock joint relative to the problem of sudden outbursts: theory and laboratory experiment

IF 1.2 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Frattura ed Integrita Strutturale Pub Date : 2022-12-21 DOI:10.3221/igf-esis.63.02
L. Nazarova, L. Nazarov
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Abstract

Within the framework of a geomechanical model that describes the deformation of a rock mass during the subhorizontal coal-bed extraction, the mechanism for the formation and implementation of a sudden outburst is substantiated: as working face gets close to the weak zone of coal-bed – host rock joint, areas of tensile stresses arise, which creates the prerequisites for face space spalling and coal loss with methane. The inverse problem of determining the conditions at the horizontal boundaries of a coal-bed is formulated and solved using tomography data (longitudinal wave velocity V distribution) and the empirical dependence of V on the mean normal stress σ. Lab tests results on stepwise compression of parallelepipeds made of artificial geomaterials are presented. Tomography of the specimens was performed by acoustic sounding data, and the distribution of velocities V* was found. Using the pre-established empirical dependence V(σ) for geomaterial, the distribution σ*=V-1(V*) in the specimen was calculated, which served as input data for inverse problem of determining the shear stresses σxy at the “specimen faces – press platens” joints. Lab data inversion confirmed the possibility of identifying weak zones of the boundaries where σxy=0. These zones are associated with probable nucleus of failure and sudden outbursts.
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针对突突问题的煤层-围岩节理薄弱带定位方法:理论与室内试验
在亚水平煤层回采过程中岩体变形的地质力学模型框架内,证实了突突形成和实现的机理:工作面靠近煤层-主岩节理薄弱带时,产生拉应力区域,为工作面空间剥落和煤层甲烷失煤创造了先决条件。利用层析成像数据(纵波速度V分布)和V对平均法向应力σ的经验依赖关系,提出并求解了确定煤层水平边界条件的反问题。介绍了人工岩土材料平行六面体逐步压缩的室内试验结果。利用声波测深数据对试样进行层析成像,得到了速度V*的分布。利用预先建立的岩土材料的经验依赖关系V(σ),计算试件中的分布σ*=V-1(V*),作为确定“试件面-压台”节点剪应力σxy反问题的输入数据。实验数据反演证实了在σxy=0处存在边界弱带的可能性。这些区域与可能的故障核和突然爆发有关。
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来源期刊
Frattura ed Integrita Strutturale
Frattura ed Integrita Strutturale Engineering-Mechanical Engineering
CiteScore
3.40
自引率
0.00%
发文量
114
审稿时长
6 weeks
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