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Nonlinear Consolidation of Multi-Layered Soil by Jorge Luis is a document available to read on EtoBox.
This document presents a numerical method called the differential quadrature method (DQM) to analyze the one-dimensional nonlinear consolidation of multi-layered soil with partially drained boundaries and arbitrary loading conditions. DQM approximates derivatives of functions as weighted sums of the function values at discrete points, allowing for the solution of partial differential equations governing consolidation problems. The paper derives the governing equations for multi-layered soil consolidation us
- Author
- Jorge Luis
- Language
- EN