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Bentonite Permeability at Elevated Temperature

机译:高温下的膨润土渗透率

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Repository designs frequently favour geological disposal of radioactive waste with a backfill material occupying void space around the waste. The backfill material must tolerate the high temperatures produced by decaying radioactive waste to prevent its failure or degradation, leading to increased hydraulic conductivity and reduced sealing performance. The results of four experiments investigating the effect of temperature on the permeability of a bentonite backfill are presented. Bentonite is a clay commonly proposed as the backfill in repository designs because of its high swelling capacity and very low permeability. The experiments were conducted in two sets of purpose-built, temperature controlled apparatus, designed to simulate isotropic pressure and constant volume conditions within the testing range of 4–6 MPa average effective stress. The response of bentonite during thermal loading at temperatures up to 200 °C was investigated, extending the previously considered temperature range. The results provide details of bentonite’s intrinsic permeability, total stress, swelling pressure and porewater pressure during thermal cycles. We find that bentonite’s hydraulic properties are sensitive to thermal loading and the type of imposed boundary condition. However, the permeability change is not large and can mostly be accounted for by water viscosity changes. Thus, under 150 °C, temperature has a minimal impact on bentonite’s hydraulic permeability.
机译:储存库设计经常倾向于放射性废物的地质处置,而回填材料会占据废物周围的空隙空间。回填材料必须能够承受放射性废物腐烂产生的高温,以防止其失效或降解,从而导致增加的水力传导性和降低的密封性能。给出了四个研究温度对膨润土回填渗透性影响的实验结果。膨润土是一种粘土,因其高溶胀能力和极低的渗透性而通常被建议用作储存库设计中的回填土。实验是在两组专用温度控制设备中进行的,这些设备设计为在4-6 MPa平均有效应力的测试范围内模拟各向同性压力和恒定体积条件。研究了膨润土在高达200°C的温度下热负荷期间的响应,扩展了先前考虑的温度范围。结果提供了热循环过程中膨润土的固有渗透率,总应力,溶胀压力和孔隙水压力的详细信息。我们发现膨润土的水力特性对热负荷和施加的边界条件类型敏感。然而,渗透率变化不大,并且大部分可以由水粘度变化来解释。因此,在150°C以下,温度对膨润土的水力渗透性影响很小。

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