非均质膨胀粘土材料的水力学特性

C. Imbert, C. Gatabin, P. Maugis, D. Leboulch, E. Mouche
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引用次数: 1

摘要

本文介绍了一项研究计划的主要结果,该研究计划致力于对一种非均质膨胀粘土材料的水力力学行为进行实验研究和建模。该材料由膨润土粉和高干密度膨润土颗粒混合而成。由于其渗透性低,膨胀能力大,可用于密封竖井和巷道。材料在水化阶段的行为,在实验中观察到的小尺度样品,比较了数值模拟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hydro mechanical behaviour of a heterogeneous swelling clay material
This paper presents the main results of a research program devoted to the experimental study and the modelling of the hydro mechanical behaviour of an heterogeneous swelling clay material. This material is constituted of a mixture of bentonite powder and high dry density bentonite pellets. It may be used to seal shafts and galleries thanks to its low permeability and large swelling capacity. The behaviour of the material during the hydration phase, observed experimentally on small scale samples, is compared to numerical simulations.
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