Abstract
Soil is a mixture of a solid phase, a liquid phase (i.e., water) and a gaseous phase. Saturated soil is a two-phase material which consists of a solid phase and a liquid phase. The formulation of a theory for a saturated soil commenced with the concept of the effective stress of Terzaghi at the beginning of the twentieth century, and Terzaghi’s concept was extended by Biot to a three dimensional consolidation theory.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Notes
- 1.
The load boundary condition (6.40) is given for a total stress. If it is given for an effective stress, it is modified as
$$\qquad \Delta {\sigma }_{\mathit{ij}}^{{\prime}}\,{n\!}_{ j} = \Delta \bar{{t}}_{i}^{{\prime}}.$$The weak form is modified because of this condition.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2012 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Ichikawa, Y., Selvadurai, A.P.S. (2012). Classical Theory of Consolidation for Saturated Porous Media. In: Transport Phenomena in Porous Media. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-25333-1_6
Download citation
DOI: https://doi.org/10.1007/978-3-642-25333-1_6
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-25332-4
Online ISBN: 978-3-642-25333-1
eBook Packages: EngineeringEngineering (R0)