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Modelling of Soil Behaviour with Hypoplasticity pp 43–72Cite as

Simple Scalar and Vectorial Hypoplastic Models

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Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

Abstract

The aim of this chapter is to demonstrate the basic principles of hypoplasticity without the formalism of tensorial operations. Simple 1D scalar hypoplastic models for shear and for compression are introduced first. Subsequently, the model is defined in terms of vectors and, finally, simple tensorial models are introduced as hypoplastic equivalents of the standard elasto-plastic models (Modified Cam-clay model).

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Authors and Affiliations

  1. Faculty of Science, Charles University, Prague, Czech Republic

    David Mašín

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  1. David Mašín
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Correspondence to David Mašín .

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Mašín, D. (2019). Simple Scalar and Vectorial Hypoplastic Models. In: Modelling of Soil Behaviour with Hypoplasticity. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-030-03976-9_3

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  • DOI: https://doi.org/10.1007/978-3-030-03976-9_3

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-03975-2

  • Online ISBN: 978-3-030-03976-9

  • eBook Packages: EngineeringEngineering (R0)

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