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Effect of temperature and pore fluid on the strength of porous limestone

机译:温度和孔隙流体对多孔石灰石强度的影响

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The presence of pore fluid in rocks generally reduces brittle strength. The role of water weakening in porous carbonate rocks and the effect of enhanced deformation on concomitant transport property evolution are poorly understood. The interaction between pore fluid and deformation mechanisms in carbonate rocks is complicated by crystal plasticity and solubility in calcite at low temperatures and pressures. To explore this system, we perform conventional triaxial deformation experiments on Indiana Limestone (similar to 16% porosity) over a range of temperatures (23-75 degrees C) and effective confining pressures (10-50MPa). Samples are deformed with pore fluids of different saturation states with respect to calcite host rock. Samples tend to fail by distributed deformation. Sample permeability is reduced by up to an order of magnitude during deformation, even in samples exhibiting dilatancy. Compactive yield strength, associated with shear-enhanced compaction, is greatly reduced in saturated samples compared to dry samples. Dilatancy is suppressed and compaction enhanced at elevated pressures. Greater weakening effects are observed when pore fluid is far-from-equilibrium with carbonate rock. Observed weakening results from the interaction between microcracking, mechanical twinning, and pressure solution.
机译:岩石中孔隙流体的存在通常会降低脆性强度。多孔碳酸盐岩中水弱化的作用以及随之而来的输运性质演变对形变增强的影响了解甚少。碳酸盐岩中孔隙流体与变形机制之间的相互作用由于低温和低压下的晶体可塑性和在方解石中的溶解度而变得复杂。为了探索该系统,我们在温度(23-75摄氏度)和有效围压(10-50MPa)的范围内,对印第安纳州石灰岩(孔隙率接近16%)进行了常规的三轴变形实验。相对于方解石基质岩石,样品以不同饱和状态的孔隙流体变形。样品容易因分布变形而失效。即使在表现出膨胀性的样品中,在变形过程中样品的渗透率也降低了一个数量级。与干样品相比,饱和样品中的压实屈服强度与剪切增强的压实有关,大大降低。在升高的压力下,膨胀被抑制并且压实增强。当孔隙流体与碳酸盐岩远非平衡时,观察到更大的减弱作用。观察到的削弱是由于微裂纹,机械孪生和压力溶液之间的相互作用所致。

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