Elastic Modeling for the Behavior of Undrained Pore Water Pressure in Saturated Sand
2005
Eam, S.H. (Kongju National University, Kongju, Republic of Korea), E-mail: [email protected]
In this study, it was suggested that the elastic model to analyze the behavior of pore water pressure in saturated sand specimen on the condition of non-drainage. The model based on the experiments which were performed for the relationships between the pore water pressure and the grain size of specimen, and effective stress, respectively. The suggested model embodied the pore water and soil grain as separate elastic springs of different stiffness. The springs were joined parallel and the axial strains were restricted to the same deformation.
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