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In situ neutron diffraction analysis of the influence of geometric confinement on crystalline swelling of montmorillonite

机译:几何约束对蒙脱石晶体膨胀影响的原位中子衍射分析

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The swelling properties of a bentonite MX-80 and a Na montmorillonite obtained from MX-80 purification were analyzed as a function of relative humidity in free and constrained conditions. Gravimetric and XRD techniques were used to study the hydration of powder and compacted pellets in non confined conditions whereas hydration under constrained conditions was investigated in situ by neutron diffraction using a cell specifically designed for the present study. MX-80 bentonite and purified montmorillonite were compacted to an apparent density of 1.7 and equilibrated at various relative humidities using P_2O_5 and solutions saturated with different salts allowing to work in a wide range of relative humidity between 0 and 0.98. At low relative humidity, the hydration of montmorillonite is similar in free and constrained conditions. For relative pressures higher than 50%, swelling in constrained pellets deviates from that observed for free pellets. Reorientation phenomena of clay layers were also observed for bentonite and montmorillonite starting at 65% RH. At 98% RH, two well-defined basal spacings were obtained in the case of confined bentonite. The major peak corresponds to three-layer hydrates (18.6 A) and the second one to two-layer hydrates (16 A). In contrast, only the latter peak is observed when hydration is realized in free geometrical conditions. In the case of Na montmorillonite, for the same relative humidity, the confinement cell did not resist swelling pressure. This was explained by the fact that, for the 1.7 density, porosity was too small to allow the formation of the three layer hydrates to compensate for water swelling pressure.
机译:分析了在自由和受限条件下,膨润土MX-80和从MX-80纯化获得的Na蒙脱土的溶胀性能与相对湿度的关系。重量法和XRD技术用于研究非密闭条件下粉末和压实小丸的水化作用,而受限条件下的水化作用是通过使用中子衍射技术专门为本研究设计的,通过中子衍射法进行的。将MX-80膨润土和纯化的蒙脱土压实至1.7的表观密度,并使用P_2O_5和饱和盐溶液在各种相对湿度下达到平衡,从而可以在0至0.98的相对湿度范围内工作。在较低的相对湿度下,蒙脱石的水合作用在自由和受约束的条件下相似。对于高于50%的相对压力,受约束颗粒的溶胀与游离颗粒的溶胀偏离。膨润土和蒙脱土在相对湿度65%开始也观察到粘土层的重新取向现象。在受限的膨润土的情况下,在相对湿度为98%的情况下,获得了两个明确的基础间距。主峰对应于三层水合物(18.6 A),第二峰对应于两层水合物(16 A)。相反,当在自由几何条件下实现水合作用时,仅观察到后者峰。在钠蒙脱土的情况下,对于相同的相对湿度,约束单元不能抵抗膨胀压力。这可以通过以下事实来解释:对于1.7密度,孔隙率太小而不能形成三层水合物来补偿水膨胀压力。

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