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Olivine friction at the base of oceanic seismogenic zones

机译:海洋地震发生带底部的橄榄石摩擦

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We investigate the strength and frictional behavior of olivine aggregates at temperatures and effective confining pressures similar to those at the base of the seismogenic zone on a typical ridge transform fault. Triaxial compression tests were conducted on dry olivine powder (grain size ≤60 μm) at effective confining pressures between 50 and 300 MPa (using Argon as a pore fluid), temperatures between 600℃ and 1000℃, and axial displacement rates from 0.06 to 60 μm/s (axial strain rates from 3 × 10~(-6) to 3 × 10~(-3) s~(-1)). Yielding shows a negative pressure dependence, consistent with predictions for shear enhanced compaction and with the observation that samples exhibit compaction during the initial stages of the experiments. A combination of mechanical data and microstructural observations demonstrate that deformation was accommodated by frictional processes. Sample strengths were pressure-dependent and nearly independent of temperature. Localized shear zones formed in initially homogeneous aggregates early in the experiments. The frictional response to changes in loading rate is well described by rate and state constitutive laws, with a transition from velocity-weakening to velocity-strengthening at 1000℃. Microstructural observations and physical models indicate that plastic yielding of asperities at high temperatures and low axial strain rates stabilizes frictional sliding. Extrapolation of our experimental data to geologic strain rates indicates that a transition from velocity weakening to velocity strengthening occurs at approximately 600℃, consistent with the focal depths of earthquakes in the oceanic lithosphere.
机译:我们研究了橄榄石骨料在温度和有效围压下的强度和摩擦行为,这些温度和有效围压与典型的脊转换断层上的成地震带底部相似。在有效围压为50至300 MPa(使用氩气作为孔隙流体),温度为600至1000℃,轴向位移率为0.06至60的有效围压下,对干燥的橄榄石粉(粒度≤60μm)进行了三轴压缩试验。 μm/ s(轴向应变率从3×10〜(-6)到3×10〜(-3)s〜(-1))。屈服显示出负压依赖性,这与对剪切增强的压实的预测以及在实验的初始阶段样品表现出压实的观察一致。力学数据和微观结构观察的结合表明,摩擦过程可以适应变形。样品强度与压力有关,并且几乎与温度无关。在实验初期,在最初均质的聚集体中形成了局部剪切带。速率和状态本构关系很好地描述了对加载速率变化的摩擦响应,并在1000℃时从速度减弱到速度加强转变。微观结构观察和物理模型表明,在高温和低轴向应变速率下,粗糙体的塑性屈服稳定了摩擦滑动。将我们的实验数据外推到地质应变率表明,在大约600℃发生了从速度减弱到速度增强的转变,这与大洋岩石圈地震的震源深度一致。

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