Dynamics Coefficient for Two-Phase Soil Model

The paper investigates a description of energy dissipation within saturated soils-diffusion of pore-water. Soils are assumed to be two-phase poro-elastic materials, the grain skeleton of which exhibits no irreversible behavior or structural hysteretic damping. Description of motion and deformation o...

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Bibliographic Details
Main Author: Wrana Bogumił
Format: Article
Language:English
Published: Sciendo 2015-02-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:http://www.degruyter.com/view/j/sgem.2014.36.issue-2/sgem-2014-0020/sgem-2014-0020.xml?format=INT