煤岩组合体动力破坏规律实验研究
[Abstract]:Rock burst threatens the safety and efficiency of coal mine production. With the increase of mining depth, the mining intensity is increasing and the mining conditions are becoming more and more complicated. The phenomenon of rock burst in coal mines in our country is more and more, and the harm is becoming more and more serious. Therefore, attention must be paid to it as soon as possible. Rock burst is a dynamic disaster phenomenon of coal and rock strata affected by mining. It is the result of rapid rupture of coal and rock mass under the action of external stress. It is a typical process of sudden energy release and energy dissipation. Shock ground pressure must have been driven by the sudden release of energy. In that case, where does the energy that triggers the impact pressure accumulate? Can these accumulated energies be artificially controlled in terms of release speed and intensity to avoid shock ground pressure? Based on the above problems, this paper, from the angle of energy accumulation and release, carries out an experimental study on the dynamic failure law of composite rock mass, the purpose of which is to determine the specific horizon of energy accumulation and to put forward effective measures to slow down the energy release theoretically. So as to provide support for the prevention and treatment of shock ground pressure. The impact failure process and energy transformation law of coal, rock mass and assemblage are theoretically analyzed. The results show that the magnitude of energy accumulation ability and the energy dissipation mode are very different due to different cracks and voids in rock. Material strength, material homogeneity and energy input rate determine the energy dissipation mode of coal sample. Some of them play an important role in energy accumulation and energy dissipation characteristics of the assemblage. The deformation and failure experiments of coal, fine sandstone and coarse sandstone in 17 coal seam in Junde Mine were carried out, and the stress-strain curves of coal and rock monomers were analyzed and compared. The results show that the accumulated energy before coal peak is lower, and the energy consumption is less when failure occurs. It has strong impact tendency. The accumulation of energy in front of coarse sandstone and fine sand rock is much higher than that of coal. The greater the strength of rock, the greater the limit energy storage, the stronger the brittleness and the more thoroughly the elastic energy is released. Three kinds of rocks, fine sandstone, coarse sandstone and coal, are combined according to the design requirements, and the energy storage of each component of the combination specimen is compared and analyzed. The experimental results show that in the soft and hard coal and rock combination, the hard rock with high elastic modulus is the hard rock. Although it is not easy to deform, the energy storage is small and it is difficult to accumulate energy. The weak rock with lower elastic modulus has more advantages in energy storage and accumulates energy more easily, which plays a leading role when the whole rock burst occurs. The energy in the combined coal and rock mass is mainly accumulated in the weak rock stratum, which is the key layer of the energy accumulation. The greater the hardness difference in the combination, the stronger the impact effect. The research results are helpful to explain the nature of rock burst from the perspective of energy accumulation, to understand the energy distribution in the assemblage rock, and to have great theoretical significance for the prevention and treatment of shock ground pressure in the field.
【学位授予单位】:黑龙江科技大学
【学位级别】:硕士
【学位授予年份】:2016
【分类号】:TD324
【参考文献】
相关期刊论文 前10条
1 徐文彬;宋卫东;王东旭;杨宝贵;潘卫东;;三轴压缩条件下胶结充填体能量耗散特征分析[J];中国矿业大学学报;2014年05期
2 蔡美峰;冀东;郭奇峰;;基于地应力现场实测与开采扰动能量积聚理论的岩爆预测研究[J];岩石力学与工程学报;2013年10期
3 梁昌玉;李晓;王声星;李守定;赫建明;马超锋;;岩石单轴压缩应力-应变特征的率相关性及能量机制试验研究[J];岩石力学与工程学报;2012年09期
4 黄达;谭清;黄润秋;;高围压卸荷条件下大理岩破碎块度分形特征及其与能量相关性研究[J];岩石力学与工程学报;2012年07期
5 张志镇;高峰;;单轴压缩下红砂岩能量演化试验研究[J];岩石力学与工程学报;2012年05期
6 黄达;黄润秋;张永兴;;粗晶大理岩单轴压缩力学特性的静态加载速率效应及能量机制试验研究[J];岩石力学与工程学报;2012年02期
7 刘镇;周翠英;;隧道变形失稳的能量演化模型与破坏判据研究[J];岩土力学;2010年S2期
8 李忠华;潘一山;张啸;尹亮亮;;高压水射流切槽煤层卸压机理[J];辽宁工程技术大学学报(自然科学版);2009年01期
9 陆菜平;窦林名;吴兴荣;牟宗龙;陈国祥;;煤岩冲击前兆微震频谱演变规律的试验与实证研究[J];岩石力学与工程学报;2008年03期
10 孙振武;代进;杨春苗;杨建飞;;矿山井巷和采场冲击地压危险性的弹性能判据[J];煤炭学报;2007年08期
相关博士学位论文 前1条
1 张志镇;岩石变形破坏过程中的能量演化机制[D];中国矿业大学;2013年
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