Abstract
For partially saturated soils, several stress variables have been used such as the net stress, Bishop stress, generalized Bishop stress and skeleton stress have been used. For elastic behavior of water saturated geomaterials, Biot developed a theory of porous media which is equivalent to the elastic water saturated model with the effective stress with the so-called Biot constant. On the other hand, for inelastic response, the applicability of the effective stress with Biot constant has not yet well been studied. In this study, the authors present the formulation of two phase and three-phase geomaterials based on the continuum thermodynamics with internal variables. It has been found that the effective stress with Biot coefficient is obtained for elastic two-phase materials, and the skeleton stress with Biot constant can be derived for three-phase materials such as partially saturated soil.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Biot, M.A., Willis, D.G.: The elastic coefficients of the theory of consolidation. J. Appl. Mech. 24, 594–601 (1957)
Kimoto, S., Oka, F., Morimoto, Y.: The effective stress concept and the evaluation of changes in pore air pressure under jacketed isotropic compression tests for dry sand based on 2-phase porous theory. Int. J. Num. Anal. Methods Geomech. 41, 1894–1907 (2017). https://doi.org/10.1002/nag.2705
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Switzerland AG
About this paper
Cite this paper
Oka, F., Kimoto, S. (2019). On the Formulation of Multiphase Porous Geomaterials. In: Wu, W. (eds) Desiderata Geotechnica. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-030-14987-1_17
Download citation
DOI: https://doi.org/10.1007/978-3-030-14987-1_17
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-14986-4
Online ISBN: 978-3-030-14987-1
eBook Packages: EngineeringEngineering (R0)