What is it about?
This paper focuses on the behavior of a reinforced soil by sand compacted columns loaded by isolated footings. Numerical predictions obtained by FLAC3D code and Plaxis 2D code are compared to loading test recoded data. Two scenariois of reinforcement are investigated: end-bearing columns and floating columns..
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Why is it important?
Analysis of the reinforced soil beahvior is based on the horizontal displacement and the settlement of a rigid raft built on a group of columns.
Perspectives
The collection of recorded load-settlement curves from different case histories will give a better highlight on the actual beahavior of reinforced soils by sand compaction piles.
Professor Mounir Bouassida
University of Tunis El Manar
Read the Original
This page is a summary of: Lagrangian approach for in-depth evaluation of subsurface enhancement: analytical insights and 3D numerical investigation featuring Sand Compaction Piles installed beneath shallow foundations, STUDIES IN ENGINEERING AND EXACT SCIENCES, December 2024, South Florida Publishing LLC,
DOI: 10.54021/seesv5n2-680.
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