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Erschienen in:
Constitutive Relations of Saturated Soils: An Overview Kapitel lesen Erstes Kapitel lesen

2020 | OriginalPaper | Buchkapitel

5. Elastoplastic Modeling of Soils: From Mohr-Coulomb to SIMSAND

verfasst von : Prof. Zhen-Yu Yin, Pierre-Yves Hicher, Yin-Fu Jin

Erschienen in: Practice of Constitutive Modelling for Saturated Soils

Verlag: Springer Singapore

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Abstract

Most constitutive models of soils are developed under the framework of elastoplasticity. This chapter presents the step-by-step modeling methodology from Mohr-Coulomb to SIMSAND. First, the experimental phenomena of shear behavior for normally consolidated or loose soils and for overconsolidated or dense soils are presented. Capturing the shear characteristics of soils, the Mohr-Coulomb model is presented to discuss the significance of the model parameters. By implementing nonlinear elasticity, nonlinear plastic hardening, and nonlinear stress–dilatancy, the development of a nonlinear Mohr-Coulomb model is presented. Further considering the critical state feature of soils, the model is extended to the SIMSAND model. For practical purposes, the development of the MATLAB code for simulating triaxial tests using SIMSAND is presented. Finally, some elastoplastic models in the EROSLAB platform are presented for practical applications.

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Vorheriges Kapitel Fundamentals of Elastoplastic Theory
Nächstes Kapitel Elastoplastic Modeling of Clayey Soils: From MCC to ASCM
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Metadaten
Titel
Elastoplastic Modeling of Soils: From Mohr-Coulomb to SIMSAND
verfasst von
Prof. Zhen-Yu Yin
Pierre-Yves Hicher
Yin-Fu Jin
Copyright-Jahr
2020
Verlag
Springer Singapore
Buch
Practice of Constitutive Modelling for Saturated Soils

Print ISBN: 978-981-15-6306-5

Electronic ISBN: 978-981-15-6307-2

Copyright-Jahr: 2020

DOI
https://doi.org/10.1007/978-981-15-6307-2_5