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SUCTION AND WATER UPTAKE IN UNSATURATED COMPACTED BENTONITE

机译:非饱和压缩膨润土的吸水和吸水

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摘要

Suction is an important process dominating water movement in unsaturated compacted bentonite. Suction measurements were carried out to investigate the characteristics of suction with respect to key disposal conditions. The suction values decreased with increasing the water content at a given dry density, and they increased with increasing the dry density. The suction variation with an increase of temperature was negligible for the water content up to 17%, while there was a little lower value of suction at the water content of 22% when the temperature was 70℃. For the dry density of 1,600 kg/m3, the suction value in the vertical measurement is a little lower than that in the horizontal one due to the microstructural anisotropy of compacted bentonite. The modeling of water uptake in unsaturated compacted bentonite is allowed to predict the re-saturation and to analyze the thermal-hydromechanical behavior for the buffer of a HLw repository. To this end, water uptake tests were conducted to compare their results with those calculated using the coupled hydro-mechanical model of a computer code ABAQUS. Both results were in reasonably good agreement with each other, which suggested that the code could be used to analyze the water uptake of compacted bentonite for the buffer of the KRS.
机译:吸力是控制不饱和压实膨润土中水运动的重要过程。进行吸力测量以研究关键处置条件下的吸力特性。在给定的干密度下,吸力值随含水量的增加而降低,而在干密度增加时,吸力值则增加。当水含量高达17%时,吸力随温度升高的变化可以忽略不计,而当温度为70℃时,当水含量为22%时,吸力值略低。对于1600 kg / m3的干密度,由于压实膨润土的微观结构各向异性,垂直测量的吸力值略低于水平测量的吸力值。可以对不饱和压实膨润土中的吸水进行建模,以预测再饱和并分析HLw储层缓冲区的热流体力学行为。为此,进行了吸水测试,以将其结果与使用计算机代码ABAQUS的耦合水力机械模型计算出的结果进行比较。两项结果彼此相当吻合,这表明该代码可用于分析压实膨润土对KRS缓冲液的吸水率。

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