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Strain localization and the onset of dynamic weakening in calcite fault gouge

机译:方解石断层泥中的应变局部化和动态弱化的开始

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To determine the role of strain localization during dynamic weakening of calcite gouge at seismic slip rates, single-slide and slide-hold-slide experiments were conducted on 2-3-mm thick layers of calcite gouge at normal stresses up to 26 MPa and slip rates up to 1 m s(-1). Microstructures were analyzed from short displacement (<35 cm) experiments stopped prior to and during the transition to dynamic weakening. In fresh calcite gouge layers, dynamic weakening occurs after a prolonged strengthening phase that becomes shorter with increasing normal stress and decreasing layer thickness. Strain is initially distributed across the full thickness of the gouge layer, but within a few millimeters displacement the strain becomes localized to a boundary-parallel, high-strain shear band c. 20 mu m wide. During the strengthening phase, which lasts between 3 and 30 cm under the investigated conditions, the shear band broadens to become c. 100 mu m wide at peak stress. The transition to dynamic weakening in calcite gouges is associated with the nucleation of micro-slip surfaces dispersed throughout the c. 100 mu m wide shear band. Each slip surface is surrounded by aggregates of extremely fine grained and tightly packed calcite, interpreted to result from grain welding driven by local frictional heating in the shear band. By the end of dynamic weakening strain is localized to a single 2-3-mu m wide principal slip surface, flanked by layers of recrystallized gouge. Calcite gouge layers re-sheared following a hold period weaken nearly instantaneously, much like solid cylinders of calcite marble deformed under the same experimental conditions. This is due to reactivation of the recrystallized and cohesive principal slip surface that formed during the first slide, reducing the effective gouge layer thickness to a few microns. Our results suggest that formation of a high-strain shear band is a critical precursor to dynamic weakening in calcite gouges. Microstructures are most compatible with dynamic weakening resulting from a thermally triggered mechanism such as flash heating that requires both a high degree of strain localization and a minimum slip velocity to activate. The delayed onset of dynamic weakening in fresh calcite gouge layers, particularly at low normal stresses, may inhibit large coseismic slip at shallow crustal levels in calcite-bearing fault zones. (C) 2015 Elsevier B.V. All rights reserved.
机译:为了确定应变局部化在方解石胶在地震滑动速率下的动态弱化过程中的作用,在方应力为26 MPa和滑移的2-3 mm厚方解石胶层上进行了单滑和滑移-固-滑实验速率高达1 ms(-1)。从短位移(<35 cm)实验中分析了微观结构,该实验在过渡到动力减弱之前和过程中停止。在新鲜的方解石气刨层中,在延长的强化阶段后会发生动态削弱,强化阶段随着法向应力的增加和层厚度的减小而变短。应变最初分布在整个切层的整个厚度上,但在几毫米的位移范围内,应变就局限于边界平行的高应变剪切带c。宽20微米。在研究阶段持续3至30 cm的强化阶段,剪切带变宽为c。峰值应力时宽度为100微米。方解石凿向动力减弱的过渡与散布在整个c中的微滑动表面的形核有关。剪切带宽100微米。每个滑移面都被极细晶粒和紧密堆积的方解石骨料包围,这被解释为是由于剪切带中的局部摩擦加热驱动的晶粒焊接所致。到动态弱化应变结束时,应变被定位在单个2-3-μm宽的主滑动表面上,两侧是重结晶的凿层。保持期后方解石的切屑层几乎立即变弱,就像方解石大理石的实心圆柱在相同的实验条件下变形一样。这是由于重新激活了在第一次滑动过程中形成的重结晶且具有粘性的主滑动面,从而将有效的凿孔层厚度减小了几微米。我们的结果表明,高应变剪切带的形成是方解石凿中动力减弱的关键先兆。微观结构与由热触发机制(例如闪速加热)导致的动态削弱最兼容,该机制既需要高度的应变定位,也需要最小的滑移速度才能激活。在新鲜方解石泥层中动力减弱的延迟开始,特别是在低正应力下,可能会抑制方解石断层带浅层地壳的大同震滑动。 (C)2015 Elsevier B.V.保留所有权利。

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