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Bentonite Homogenisation – Modelling of Homogenisation Processes in Bentonite Buffer Materials in Repositories

机译:膨润土均质化–储存库中膨润土缓冲材料均质化过程建模

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Swelling and homogenisation of bentonite materials are important functions of thebentonite to guarantee the requirements of the buffer and backfill after full watersaturation in deposition holes and tunnels in a radioactive waste repository. A studyincluding a laboratory testing programme with tests in different scales andcomplexity and modelling of the tests is financed by SKB.In this article modelling of some of the laboratory tests with analytical methods andwith finite element calculations is described and evaluated. The laboratory tests andthe results are described in another article by Dueck et al [1].The FE-program Abaqus has been used to model four of the homogenisation testswith two different mechanical material models. Two different plastic materialmodels (Drucker-Prager and Claytech Plastic Cap) have been used.Two fundamental tests with only axial or radial swelling were modelled to checkthe models and calibrate the parameters of the models. Both these tests were verywell modelled with the Cap model but less good with the Drucker-Prager model.Ten almost identical tests of the homogenisation of two bentonites with largedensity differences placed in long tubes with raw surfaces are running with thepurpose to study long term homogenisation. One of those have been terminated andsampled and was modelled with an analytical solution. The results showed that thehomogenisation was well captured if the residual friction angle evaluated fromfriction tests was used. Finally, homogenisation of a large bentonite block with twocavities was modelled with Abaqus. The calculation worked well but the modelunderestimated the self-healing ability.
机译:膨润土材料的溶胀和均质化是膨润土的重要功能,可确保放射性废物处置库中沉积孔和隧道中的水充分饱和后对缓冲液和回填的要求。 SKB资助了一项包括具有不同规模和复杂性的测试的实验室测试程序以及测试建模的研究。本文描述并评估了一些具有分析方法和有限元计算的实验室测试的建模。实验室测试和结果在Dueck等人的另一篇文章中进行了描述[1]。有限元程序Abaqus已被用于使用两种不同的机械材料模型对四种均质测试进行建模。使用了两种不同的塑料材料模型(Drucker-Prager和Claytech Plastic Cap)。对仅具有轴向或径向膨胀的两个基本测试进行了建模,以检查模型并校准模型的参数。这两个测试均使用Cap模型进行了很好的建模,而使用Drucker-Prager模型则表现不佳.10个几乎相同的两种膨润土均质化测试,将其放置在具有裸露表面的长管中,以研究长期均质化。其中之一已终止并取样,并使用分析解决方案建模。结果表明,如果使用通过摩擦试验评估的残余摩擦角,则可以很好地捕获均质化。最后,使用Abaqus对具有两个空腔的膨润土块的均质化进行了建模。计算效果很好,但是模型低估了自我修复能力。

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