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Frictional behavior of talc-calcite mixtures

机译:滑石-方解石混合物的摩擦行为

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Faults involving phyllosilicates appear weak when compared to the laboratory-derived strength of most crustal rocks. Among phyllosilicates, talc, with very low friction, is one of the weakest minerals involved in various tectonic settings. As the presence of talc has been recently documented in carbonate faults, we performed laboratory friction experiments to better constrain how various amounts of talc could alter these fault's frictional properties. We used a biaxial apparatus to systematically shear different mixtures of talc and calcite as powdered gouge at room temperature, normal stresses up to 50MPa and under different pore fluid saturated conditions, i.e., CaCO3-equilibrated water and silicone oil. We performed slide-hold-slide tests, 1-3000 s, to measure the amount of frictional healing and velocity-stepping tests, 0.1-1000 mu m/s, to evaluate frictional stability. We then analyzed microstructures developed during our experiments. Our results show that with the addition of 20% talc the calcite gouge undergoes a 70% reduction in steady state frictional strength, a complete reduction of frictional healing and a transition from velocity-weakening to velocity-strengthening behavior. Microstructural analysis shows that with increasing talc content, deformation mechanisms evolve from distributed cataclastic flow of the granular calcite to localized sliding along talc-rich shear planes, resulting in a fully interconnected network of talc lamellae from 20% talc onward. Our observations indicate that in faults where talc and calcite are present, a low concentration of talc is enough to strongly modify the gouge's frictional properties and specifically to weaken the fault, reduce its ability to sustain future stress drops, and stabilize slip.
机译:与大多数地壳岩石的实验室强度相比,涉及层状硅酸盐的断层显得较弱。在层状硅酸盐中,滑石粉具有很低的摩擦力,是各种构造环境中最弱的矿物之一。由于最近在碳酸盐岩断层中记录了滑石的存在,我们进行了实验室摩擦实验,以更好地限制各种数量的滑石如何改变这些断层的摩擦特性。我们使用双轴设备在室温,正应力高达50MPa以及在不同孔隙流体饱和条件下(即CaCO3平衡的水和硅油),系统地剪切滑石粉和方解石粉的不同混合物。我们进行了1-3000 s的滑动-保持-滑动测试,以测量摩擦恢复量和速度步进测试(0.1-1000μm / s),以评估摩擦稳定性。然后,我们分析了实验过程中产生的微观结构。我们的结果表明,添加20%的滑石后,方解石凿的稳态摩擦强度降低了70%,摩擦愈合完全降低,并且从速度减弱状态转变为速度增强状态。微观结构分析表明,随着滑石含量的增加,形变机理从方解石的颗粒状分解流演变成沿滑石富集的剪切平面的局部滑动,从而导致滑石薄片网络从20%滑石向前完全互连。我们的观察表明,在存在滑石和方解石的断层中,低浓度的滑石足以强烈地改变断层泥的摩擦特性,特别是削弱断层,降低其承受未来应力下降和稳定滑移的能力。

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