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Focal Mechanisms of Mine-Induced Seismic Events an Explanation of Geomechanical Processes in the Area of Longwall 6, Seam 510 in Hard Coal Mine “Bobrek-Centrum”

机译:矿山地震事件的震源机制解释“ Bobrek-Centrum”硬煤矿510煤层长壁6区的地质力学过程

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Exploitation in a coal mine “Bobrek-Centrum” of the longwall 6 in seam 510 has led to the occurrence of very high seismic activity. From January 2011 to June 2012 took place almost 3500 tremors with the energy of 102-104 J and 95 tremors of energy more than to 105 J. In an attempt to identify the character of that seismicity, calculations of focal mechanism parameters were carried out, and according to them local stress field was determined. Three periods of exploitation of longwall 6 were distinguished which vary in type of focal mechanism. Tremors, which occurred in exploitation periods I and III were characterized by normal slip mechanism, occurred due to domination of vertical principal stresses σ1, horizontal intermediate stresses σ2 and minimal ones σ3. Such stress arrangement characterizes local state of rock mass behaviour as a result of cracking and collapse of sandstone, tremor-generating strata during advancing exploitation. In exploitation period II, of non-shearing mechanism of foci occurred. That was the period of change of longwall run from the NE-SW direction to E-W direction, that is the period of so called “slanting” of exploitation front. It can be presumed that this type of tremor mechanism could have occurred due to a sudden coal bed load by superimposed roof strata, which may have led to extreme load conditions and to a dynamic disintegration of seam part. It was confirmed by geomechanical calculations, which indicated that in the region of rockburst existence on 19.07.2011, layers which were located above and under seam 510 in area of longwall no. 6 were strongly deformed locally causing compression of certain parts of seam.
机译:煤层510中长壁6的“ Bobrek-Centrum”煤矿的开采导致了很高的地震活动的发生。从2011年1月到2012年6月,发生了近3500次地震,能量为102-104 J,超过95次地震能量超过了105J。为确定这种地震活动的特征,对震源机制参数进行了计算,并据此确定了局部应力场。区分了长壁6开采的三个时期,这三个时期的震源机制类型不同。在开采时期I和III中发生的震颤具有正常的滑动机制,主要是由于垂直主应力σ1,水平中间应力σ2和最小应力σ3所致。这种应力排列的特征是由于在开采过程中砂岩的破裂和塌陷,产生地震的地层而导致的岩体行为的局部状态。在开发阶段II,发生了非剪切震源机制。那是长壁从NE-SW方向向E-W方向变化的时期,也就是所谓的开采锋线“倾斜”时期。可以假定,由于叠加的顶板层引起的突然的煤层负荷,可能会发生这种震颤机制,这可能导致极端的负荷条件和煤层部分的动态分解。地质力学计算证实了这一点,该结果表明,在2011年7月19日存在岩爆的区域,长壁1号长壁区域中位于510煤层上方和下方的岩层。 6个局部严重变形,导致接缝某些部位受压。

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