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首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Dynamic fracturing by successive coseismic loadings leads to pulverization in active fault zones
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Dynamic fracturing by successive coseismic loadings leads to pulverization in active fault zones

机译:连续同震载荷引起的动态压裂导致活动断裂带中的粉碎

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Previous studies show that pulverized rocks observed along large faults can be created by single high-strain rate loadings in the laboratory, provided that the strain rate is higher than a certain pulverization threshold. Such loadings are analogous to large seismic events. In reality, pulverized rocks have been subject to numerous seismic events rather than one single event. Therefore, the effect of successive "milder" high-strain rate loadings on the pulverization threshold is investigated by applying loading conditions below the initial pulverization threshold. Single and successive loading experiments were performed on quartz-monzonite using a Split Hopkinson Pressure Bar apparatus. Damage-dependent petrophysical properties and elasticmoduli were monitored by applying incremental strains. Furthermore, it is shown that the pulverization threshold can be reduced by successive "milder" dynamic loadings from strain rates of similar to 180s(-1) to similar to 90s(-1). To do so, it is imperative that the rock experiences dynamic fracturing during the successive loadings prior to pulverization. Combined with loading conditions during an earthquake rupture event, the following generalized fault damage zone structure perpendicular to the fault will develop: furthest from the fault plane, there is a stationary outer boundary that bounds a zone of dynamically fractured rocks. Closer to the fault, a pulverization boundary delimits a band of pulverized rock. Consecutive seismic events will cause progressive broadening of the band of pulverized rocks, eventually creating a wider damage zone observed in mature faults.
机译:以前的研究表明,在实验室中,只要应变速率高于一定的粉碎阈值,就可以通过在实验室中通过单个高应变速率载荷来生成沿大断层观察到的粉状岩石。这样的载荷类似于大型地震事件。实际上,粉碎的岩石经历了多次地震事件,而不是一次事件。因此,通过施加低于初始粉碎阈值的负载条件,研究了连续的“温和”高应变率负载对粉碎阈值的影响。使用Split Hopkinson压力棒设备在石英蒙脱石上进行了单次和连续加载实验。通过施加增量应变来监测与损伤有关的岩石物理特性和弹性模量。此外,显示出粉碎阈值可通过连续的“温和”动态载荷从相似的180s(-1)到相似的90s(-1)的应变速率降低。为此,至关重要的是,在粉碎之前,岩石在连续加载过程中会经历动态破裂。结合地震破裂事件中的载荷条件,将形成以下与断层垂直的广义断层破坏带结构:离断层平面最远,有一个固定的外边界,该边界限制了动态裂隙岩石的区域。靠近断层,粉化边界划定了一块粉状岩石的边界。连续的地震事件将导致粉状岩石带的逐渐扩大,最终在成熟断层中形成一个更宽的破坏带。

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