Modelling the behaviour of an embankment
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M. Karstunen; C. Wiltafsky; H. Krenn; F. Scharinger; H. F. Schweiger
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Article
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2006
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John Wiley and Sons
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English
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The paper investigates the effect of constitutive models on the predicted response of a simplified benchmark problem, an embankment on soft soil. The soft soil is assumed to have the properties of POKO clay from Finland and five different constitutive models are used to model the deposit. Two of the