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Constitutive Modeling of the Cyclic Loading Response of Low Plasticity Fine-Grained Soils Read chapter Read first chapter

2018 | OriginalPaper | Chapter

Creep Modelling of Granular Material

Authors : Shun Wang, Wei Wu, Zhenyu Yin

Published in: Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours

Publisher: Springer Singapore

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Abstract

This paper presents a novel constitutive model for modeling creep behaviour of granular materials. The model consists of a frictional part and a viscous part representing the frictional and the viscous stresses in granular media, respectively. The frictional part is a simple critical state hypoplastic constitutive model, while the viscous part is a rheological model. The proposed model is validated by simulating some element tests on granular soils. The new model can describe the three creep stages, namely primary, secondary, and tertiary creep, in a unified way.

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previous chapter Assessment of Site Exploration Program Considering Spatial Variability of Soils
next chapter Theoretical Analysis on Drained Cylindrical Cavity Expansion in Anisotropic Modified Cam Clay
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Metadata
Title
Creep Modelling of Granular Material
Authors
Shun Wang
Wei Wu
Zhenyu Yin
Copyright Year
2018
Publisher
Springer Singapore
Book
Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours

Print ISBN: 978-981-13-0124-7

Electronic ISBN: 978-981-13-0125-4

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-981-13-0125-4_30