基于膨润土矿石试验结果,评价胶结对膨润土缓冲材料溶胀性能的影响

D. Ito, H. Komine
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引用次数: 1

摘要

在高放废物地质处置中,膨润土缓冲材料将持续暴露在高压、高温的复杂环境中。因此,膨润土缓冲材料将被固结,其膨胀性和渗透性等物理性质将发生变化。本研究认为膨润土原矿在天然地层中固结后,将具有与固结缓冲材料相似的性质。选取了3种不同开采地点和开采年代的钠型膨润土矿石。为了实验评价胶结对膨胀性能的影响,作者制作了原状和重建的试件,进行了膨胀压力和一维膨胀变形试验。结果表明,受胶结作用的影响,原状试样的溶胀性能低于原状试件。矿石的溶胀性随地质年龄的增大而降低。
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EVALUATING INFLUENCE OF CEMENTATION ON SWELLING PROPERTIES OF BENTONITE BUFFER MATERIAL BASED ON THE RESULTS OF BENTONITE ORES
In the high-level radioactive waste geological disposal, bentonite buffer material will be keeping exposed to complex environmental of high pressure and high temperature. Therefore, bentonite buffer material will be consolidated and its physical properties such as swelling and permeability will be changed. In this study, the authors thought that bentonite raw ore, consolidated in the natural ground, will have similar properties of consolidated buffer material. Three sodium type bentonite ore were choosen whose mined places and age were different. For experimental evaluation of influence of cementation on swelling properties, the authors made undisturbed and reconstituted specimens, and conducted swelling pressure and one-dimen-sional swelling deformation tests. As a result, for the undisturbed specimens, it was tended to have lower swelling properties than the reconstituted specimens by the effect of cementation. Also, the swelling properties tended to decline as the geological age of the ores was older.
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