A mathematical model to study the soil arching effect in stone column-supported embankment resting on soft foundation soil

DOI10.1016/J.APM.2010.03.026zbMath1201.74225OpenAlexW2028379338MaRDI QIDQ611657

Kousik Deb

Publication date: 14 December 2010

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2010.03.026

zbMATH Keywords

consolidationembankmentgeosynthetic reinforcementsoft soilsoil archingstone columns

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (1)

Analysis of stone column-supported geosynthetic-reinforced embankments

Cites Work

• Modeling of granular bed-stone column-improved soft soil
• On the estimation of the deformability characteristics of an isotropic elastic soil medium by means of a vane test

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