What is it about?
Using limit analysis framework, this paper studied the stability of an embankment resting on a reinforced soil by columns by means of the homogenization theory. The stability factor is determined as a function of the geometry of the embankment and the strength characteristics of the intial soil and the reinforcing material.
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Why is it important?
Implementation of the kinematic approach of the limit analysis
Perspectives
This work can be extend to the reinforced soil by flaoting columns
Professor Mounir Bouassida
University of Tunis El Manar
Read the Original
This page is a summary of: Stability analysis of an embankment resting upon a column-reinforced soil, September 2010, Wiley,
DOI: 10.1002/nag.954.
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