碱-热作用后MX-80膨润土力学性能的劣化效应

    Deterioration of mechanical property of MX-80 bentonite as buffer material after alkali-thermal action

    • 摘要: 深地质处置库膨润土缓冲层材料机械力学性能评价常用其抗压强度值进行表征。采用无侧限抗压强度试验探讨碱-热作用后MX-80膨润土试样的力学性能变化,通过X射线衍射(XRD)和压汞(MIP)试验分析试样中矿物成分和孔隙结构的演化规律,揭示出试样力学性能劣化效应的微观机制,并建立了其力学性能劣化模型。试验结果表明:经过碱-热作用后,膨润土试样的无侧限抗压强度qu随碱溶液pH值和环境温度T的升高而降低,且pH和温度值越高,试样无侧限抗压强度降低得越显著;上述膨润土试样力学性能劣化效应的根本原因在于膨润土中主要黏土矿物(蒙脱石)被碱溶液腐蚀,部分转化为膨胀性较弱的方沸石,使得试样内部孔隙率增大,而温度T起到了良好的促进作用;所建立的模型能有效预测碱-热作用后膨润土试样力学性能的劣化趋势。

       

      Abstract: The compressive strength value is commonly used to characterize the mechanical properties of bentonite buffer materials in deep geological disposal repositories. The unconfined compressive strength test is used to study the variation of the mechanical property of MX-80 bentonite after alkali-thermal treatment. By X-ray diffraction (XRD) and mercury intrusion porosimetry (MIP) tests, the evolution of mineral composition and pore distribution of MX-80 bentonite samples is studied, and the microscopic mechanism of mechanical property deterioration of the samples is revealed. The deterioration model of mechanical property of samples is established. The results show that after alkali-thermal action, the unconfined compressive strength qu of the bentonite samples decreases with the increase of the pH and the environment temperature T. Higher pH and temperature lead to a more significant decrease in the unconfined compressive strength qu of the samples. The fundamental reason for the deterioration of mechanical properties of bentonite above is that the main clay mineral (montmorillonite) is corroded by alkali solution, and part of it is converted into the analcime with a weak expansion, which increases the internal porosity of the samples, and the temperature T plays a good promoting role. The established model can effectively predict the deterioration trend of the mechanical properties of bentonite samples after alkali-thermal action.

       

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