Modelling For Consolidation Around The Pile Tip

Imre, Emöke
Organization: Deep Foundations Institute
Pages: 6
Publication Date: Jan 1, 2002
A point-symmetrical linear coupled consolidation model with displacement boundary condition is suggested for the description of the consolidation around the pile tip after pile penetration. Analytical solution is given. Main features of the solutions are predicted by the analysis of the system of differential equations and, the boundary conditions.
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