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Geoenvironmental Application of Bentonites in Underground Disposal of Nuclear Waste: Characterization and Laboratory Tests

机译:膨润土在核废料地下处置中的地球环境应用:表征和实验室测试

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摘要

In the context of underground storage of nuclear waste, this paper presents the characterization and laboratory tests on compacted MX80 bentonite. Various laboratory testing techniques were used for establishing the water retention behavior of the bentonite. Compacted bentonite specimens were hydrated with fluids of low and high salt concentrations both at ambient and an elevated temperature of 70℃. The swelling behavior of the bentonite was also studied by stepwise wetting compacted specimens at various suctions under isochoric condition. The influence of thermal and thermohydraulic gradients on the mechanical behavior of the bentonite was studied in a thermohydraulic column cell. The investigation showed that the development of swelling pressure in compacted bentonites upon a decrease in the applied suction is accompanied by a decrease in the magnitude suction stress, which gets manifested in the development of the interparticle repulsive pressure and a decrease in the effective stress. The influence of an elevated temperature and an increase in concentration of salt in the hydrating fluid was found to reduce the swelling pressure of the bentonite. Both thermal and thermohydraulic gradients were found to be manifested on the development of axial pressures. Applications of thermal and thermohydraulic gradients were found to cause redistributions of water content, dry density, degree of saturation, and suction within compacted bentonites.
机译:在核废料的地下存储的背景下,本文介绍了压实MX80膨润土的表征和实验室测试。各种实验室测试技术用于确定膨润土的保水性能。压实的膨润土样品在环境温度和70℃的高温下均以低盐和高盐浓度的流体水合。膨润土的溶胀行为还通过等压条件下在不同吸力下逐步润湿压实的样品来研究。在热工液压圆柱池中研究了热梯度和热工液压梯度对膨润土力学性能的影响。研究表明,由于施加的吸力降低,致密膨润土中的溶胀压力升高,同时,吸力的大小也随之降低,这表现为颗粒间排斥力的升高和有效应力的降低。发现高温和水合流体中盐浓度增加的影响降低了膨润土的溶胀压力。在轴向压力的发展过程中发现了热梯度和热液压梯度。发现施加热和热液梯度会导致压实膨润土中水含量,干密度,饱和度和吸力的重新分布。

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