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Evolution of Strength and Permeability in Stressed Fractures with Fluid-Rock Interactions

机译:流体-岩石相互作用的应力断裂强度和渗透率的演变

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We determine the evolution of frictional strength, strain weakening behavior and permeability in fractures subject to dissolution and precipitation. We establish these relations through slide-hold-slide experiments, with hold times from 10 to 3000 s, on split limestone core, under hydraulically open and closed conditions. Fracture friction and permeability are measured continuously throughout the experiments. The limestone displays velocity-strengthening behavior (stable slip) under incremented velocity steps of 1-6 mu m/s. Frictional healing is observed to be time- and stress-dependent, showing higher gains in strength at both longer hold times and under lower effective stresses. Activation of healing is greater in wet samples than in dry samples. Flow-through experiments for flow rates in the range of 1-10 ml/min are conducted to further investigate the role of flow and mineral redistribution in contributing to healing. These experiments show strength gains are lower at higher flow rates where advective mineral dissolution and redistribution is enhanced and cementation concomitantly limited. Concurrently measured permeability decreases throughout the slide-hold-slide sequences indicating that mean fracture aperture reduces during sliding. We combine models representing pressure solution and stress corrosion as models for the growth in fracture contact area and represent the observed time-dependent behavior of strength gain and permeability evolution. The simulated results represent the observed strength gain at long hold times (similar to 1000 s), but underestimate strengthening at short hold times. We conclude that the evolution of strength and permeability are significantly controlled by mechanisms of fluid-rock interactions and that the strengths and nature of feedbacks on these linkages are critical in understanding the mechanical and hydraulic behavior of faults.
机译:我们确定了受溶解和沉淀作用的裂缝的摩擦强度,应变弱化行为和渗透性的演变。我们通过在液压开启和关闭条件下在分开的石灰岩岩心上进行的保持时间为10到3000 s的滑动-保持-滑动实验来建立这些关系。在整个实验过程中连续测量断裂摩擦力和渗透率。在1-6μm / s的递增速度步长下,石灰石显示出速度增强行为(稳定滑移)。观察到摩擦修复是时间和压力依赖性的,在较长的保持时间和较低的有效应力下均显示出较高的强度增加。湿样品中的愈合活化作用大于干样品中。进行了流速在1-10 ml / min范围内的流通实验,以进一步研究流量和矿物质再分配在促进愈合中的作用。这些实验表明,在较高的流速下,对流矿物的溶解和重新分布得到增强,并且胶结作用随之受到限制,强度增加较低。同时测量的渗透率在整个滑动-保持-滑动序列中均降低,表明平均裂缝孔径在滑动过程中减小。我们将代表压力解决方案和应力腐蚀的模型组合为裂缝接触面积增长的模型,并代表观察到的随时间变化的强度增加和渗透率演化行为。模拟结果表示观察到的长时间保持时间(约1000 s)的强度增加,但是低估了保持时间短的强度。我们得出的结论是,强度和渗透率的演化受流体-岩石相互作用的机制显着控制,并且这些链接的反馈的强度和性质对于理解断层的机械和水力行为至关重要。

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