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首页> 外文期刊>Journal of geodynamics >Inversion for the static friction coefficient of seismogenic faults: Application to induced seismicity of the Basel Enhanced Geothermal System, Switzerland
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Inversion for the static friction coefficient of seismogenic faults: Application to induced seismicity of the Basel Enhanced Geothermal System, Switzerland

机译:静态摩擦骨折静态摩擦系数的反演:应用于诱导巴塞尔增强地热系统的地震性,瑞士

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摘要

The static coefficient of friction describes the strength of faults and is considered to vary in nature between typical laboratory values measured on a large variety of rocks (0.6 - 0.85) and very low values for fault rocks containing talc, chlorite and kaolinite ( 0.3). The effective frictional strength of a seismically active fault is the result of a combination of frictional properties of the fault rocks and the prevailing pore fluid pressures, which can reach supra-hydrostatic values permitting unfavourably oriented faults to slip. Here, we present an iterative inversion procedure to obtain the average static friction coefficient of a population of seismic faults, provided that stress tensor, geometry of faults and fluid pressures are adequately constrained. The application to a dataset of 48 seismically activated faults (earthquake moment magnitude, MW = 3.0) by fluid injection in crystalline basement in the Basel Enhanced Geothermal System (Switzerland) yields an average coefficient of friction of 0.66 +/- 0.11. The inversion results, which are well constrained by high-quality focal mechanisms and robust above-hydrostatic fluid pressure estimations, have uncertainty primarily dependent on the principal stress and fault plane orientations. Values of the friction coefficient in crystalline rocks in the continental basement are compatible with experimentally determined values but require supra-hydrostatic fluid pressures. A comprehensive characterization of all the frictional parameters should be required to better assess rheological and stability fault models, both for natural and human induced earthquakes.
机译:静态摩擦系数描述了故障的强度,并且被认为在典型的实验室值之间的性质上变化,而典型的实验室值在大量的岩石(0.6-0.85)和含有滑石,亚氯和高岭石的故障岩石的非常低的值(& 0.3 )。地震活性断层的有效摩擦强度是故障岩石的摩擦性能和主要孔隙流体压力的组合的结果,其可以达到允许不利地取向的故障滑动的静态静态值。这里,我们提出了一种迭代反演程序,以获得地震断层群的平均静态摩擦系数,条件是压力张量,故障和流体压力的几何形状被充分限制。在巴塞尔增强地热系统(瑞士)中,通过流体注入到48地震激活的故障(地震矩幅度,MW = 3.0)的数据集的应用产生了0.66 +/- 0.11的平均摩擦系数。通过高质量的焦点机制和稳健的高度静水液压估计的倒置结果是良好的限制,具有主要取决于主应力和故障平面取向的不确定性。大陆地下室结晶岩石中的摩擦系数的值与实验确定的值兼容,但需要静水静液压流体压力。应需要全面表征所有摩擦参数,以更好地评估天然和人类诱导地震的流变和稳定性故障模型。

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