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首页> 外文期刊>Tectonophysics: International Journal of Geotectonics and the Geology and Physics of the Interior of the Earth >Gas permeability evolution of cataclasite and fault gouge in triaxial compression and implications for changes in fault-zone permeability structure through the earthquake cycle
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Gas permeability evolution of cataclasite and fault gouge in triaxial compression and implications for changes in fault-zone permeability structure through the earthquake cycle

机译:三轴压缩作用下凯莱石和断层泥的透气性演化及其对地震带断裂带渗透性结构变化的影响

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We report the results of permeability measurements of fault gouge and tonalitic cataclasite from the fault zone of the Median Tectonic Line, Ohshika, central Japan, carried out during triaxial compression tests. The experiments revealed marked effects of deformation on the permeability of the specimens. Permeability of fault gouge decreases rapidly by about two orders of magnitude during initial loading and continues to decrease slowly during further inelastic deformation. The drop in permeability during initial loading is much smaller for cataclasite than for gouge, followed by abrupt increase upon failure, and the overall change in permeability correlates well with change in volumetric strain, i.e., initial, nearly elastic contraction followed by dilatancy upon the initiation of inelastic deformation towards specimen failure. If cemented cataclasite suffers deformation prior to or during an earthquake, a cataclasite zone may change into a conduit for fluid flow. Fault gouge zones, however, are unlikely to switch to very permeable zones upon the initiation of fault slip. Thus, overall permeability structure of a fault may change abruptly prior to or during earthquakes and during the interseismic period. Fault gouge and cataclasite have internal angles of friction of about 36degrees and 45degrees, respectively, as is typical for brittle rocks. (C) 2003 Elsevier B.V. All rights reserved. [References: 28]
机译:我们报告了在三轴压缩试验中从中部构造线,日本中部大构造断裂带进行的断层泥和菱状凯里岩渗透率测量结果。实验揭示了变形对样品渗透性的显着影响。断层泥的渗透率在初始载荷期间迅速降低了约两个数量级,在进一步的非弹性变形过程中继续缓慢降低。最初的加载期间,对于白云母而言,渗透率的下降要比用凿子的渗透率小得多,随后在破坏时突然增加,渗透率的总体变化与体积应变的变化具有良好的相关性,即初始时几乎是弹性的收缩,而在初始时则发生膨胀弹性变形对试样破坏的影响。如果在地震发生之前或之中,胶结的cataclasite发生变形,则cataclasite区域可能会变为流体流动的管道。但是,断层滑动开始后,断层泥沟区域不太可能切换到渗透性很强的区域。因此,断层的整体渗透率结构可能在地震之前或之中以及在地震期间突然改变。断层泥和崩落石的内摩擦角分别约为36度和45度,这对于脆性岩石是很典型的。 (C)2003 Elsevier B.V.保留所有权利。 [参考:28]

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