Stone column-supported embankments on soft soils: Three-dimensional analysis through the finite element method

In this study, the three-dimensional behavior of a stone column-supported embankment over a soft soil is analyzed using a computer code based on the finite element method. The computer code incorporates the Biot consolidation theory (fully coupled formulation of the flow and equilibrium equations) w...

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Bibliographic Details
Main Author: Daniela Marques (author)
Other Authors: José Leitão Borges (author)
Format: book
Language:eng
Published: 2018
Online Access:https://hdl.handle.net/10216/112703
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/112703