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THE EFFECT OF PRESSURE ON ORDER/DISORDER IN KAOLINITE UNDER WET AND DRY CONDITIONS

机译:在干湿条件下压力对高岭土中有序/无序的影响

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Well ordered kaolinite was isostatically and uniaxially pressurized up to 13,200 kg/cm~2 for 10 min in dry conditions and the effects of pressure on kaolinite order were determined by analyzing the shapes of two-dimensional diffraction bands on X-ray powder diffraction patterns. Increased pressure decreased the percentage of low-defect kaolinite phase, and isostatic pressure proved to be more effective than uniaxial pressure in increasing disorder, e.g. the degree of disorder resulting from 2000 kg/cm~2 isostatic pressure was equivalent to that caused by a 3200 kg/cm~2 uniaxial pressure. Also, the effect of high pressure was similar to that obtained with lower pressures applied several times (e.g. the effect of applying 8500 kg/cm~2 pressure for 10 min was comparable to using 3200 kg/cm~2 pressure five times). In addition, six kaolinites of different structural order were isostatically pressurized up to 4000 kg/cm~2 for 10 min, both in dry and wet (water) conditions. Under dry conditions, changes in structurally ordered kaolinite were comparable to those cited above whereas kaolinite pressurized in wet conditions showed a moderate improvement in structural order. These results may contribute to our understanding of kaolinite behavior during burial diagenesis and low-grade metamorphism. In addition, these results can also be used in industry to improve kaolin technological properties that depend on kaolinite structural order by application of appropriate industrial pressure processes.
机译:在干燥条件下,将有序的高岭石等静压并单轴加压至13200 kg / cm〜2 10分钟,并通过分析二维衍射带在X射线粉末衍射图上的形状,确定压力对高岭石有序的影响。压力的增加降低了低缺陷高岭石相的百分比,并且等静压被证明比单轴压力在增加无序性方面更有效,例如,增加压力。 2000 kg / cm〜2等静压引起的无序度相当于3200 kg / cm〜2单轴压力引起的无序度。另外,高压的效果类似于几次施加较低压力所获得的效果(例如,施加8500 kg / cm〜2的压力10分钟的效果相当于使用3200 kg / cm〜2的压力五次)。此外,在干燥和湿(水)条件下,将六种不同结构顺序的高岭土均压加压至4000 kg / cm〜2达10分钟。在干燥条件下,结构有序的高岭石的变化与上述引用的变化相当,而在潮湿条件下加压的高岭石的结构顺序有所改善。这些结果可能有助于我们了解高岭石在埋藏成岩作用和低等变质作用中的行为。此外,这些结果还可用于工业中,通过应用适当的工业压力工艺来改善取决于高岭石结构顺序的高岭土技术性能。

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