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Evidence for dyke-parallel shear during syn-intrusion fracturing

机译:在侵入侵入压裂期间堤岸平行剪切的证据

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Dyke intrusion is a highly dynamic process with seismicity preceding and accompanying magma emplacement on timescales of hours to days. Recent surveys of microseismicity indicate shear failure along fault planes parallel to the orientation of intruding dykes. However, the precision of earthquake hypocentre locations is typically limited to tens or hundreds of meters and cannot resolve whether the hypocentres relate to strain of wall rock fragments within the dykes, fault damage around the intrusions or peripherally in the country rock. Here we present high-resolution three-dimensional (3D) reconstructions of outstanding coastal exposures of a swarm of 19 dolerite dykes, near Albany, Western Australia using an unmanned aerial vehicle and Structure-from-Motion photogrammetry. It is observed that the number of faults and joints increases towards the dyke swarm, which, alongside mutually overprinting relationships, indicate that dyke emplacement and faulting were coeval. The faults contain cataclasites and are parallel to the dykes. In contrast, Mohr-Coulomb theory predicts shear failure on strike-parallel faults inclined similar to 30 degrees to the dyke plane. The faults and joints form a damage zone associated with the dyke swarm, even though the dykes themselves occupy Mode I extension fractures. These results confirm the recent geophysical evidence for dyke-parallel shear failure that can occur in the host rocks around intruding dykes. We suggest that coeval dyke-parallel seismicity both reactivated existing fracture networks and nucleated new fractures. Based on the premise that host-rock fracturing induces changes in elastic properties, remote stresses can reorientate locally leading to shear failure. This model provides for the first time an explanation for the origin of double-couple failure that is parallel in 3D (strike and dip) to dykes during their emplacement. (C) 2018 Elsevier B.V. All rights reserved.
机译:堤防入侵是一种高度动态的过程,具有前面的震动和岩浆施加在时间为期数小时的时间。最近的微震测量表明沿着与侵入堤的方向平行的故障平面的剪切失效。然而,地震效率位置的精度通常限于数十亿或数百米,不能解决脊髓型无论是堤坝内的壁岩碎片的菌株,在乡村岩石中的侵害或外围地区都有损坏。在这里,我们使用无人驾驶飞行器和结构从运动摄影测量,以奥尔巴尼附近的19个Dolerite Dykes的高分辨率三维(3D)重组的高分辨率三维(3D)重建。观察到,断层和关节的数量增加到堤坝群,以及相互叠印的关系,表明堤防施加和断层是群体。故障含有Cataclasites并与Dyks平行。相比之下,Mohr-Coulomb理论预测撞击性故障的剪切失效与堤防平面相似。缺陷和关节形成与堤坝群相关的损伤区,即使堤坝本身占据了我的延伸骨折。这些结果证实了最近用于堤防平行剪切失效的地球物理证据,这些证据在侵入堤坝周围的主体岩石中可能发生。我们建议群体堤平行地震性既重新激活现有的骨折网络和核心新的骨折。基于宿主岩石压裂诱导弹性性能变化的前提,遥控应力可以重新定位局部导致剪切失效。该模型首次提供对在其施加期间3D(罢工和倾角)平行的双耦故障起源的解释。 (c)2018年elestvier b.v.保留所有权利。

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