A mathematical model for beams on geosynthetic reinforced earth beds under strip loading

DOI10.1016/j.apm.2008.03.009zbMath1205.74097OpenAlexW1997876398MaRDI QIDQ965674

Priti Maheshwari, M. N. Viladkar

Publication date: 24 April 2010

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

Full work available at URL: https://doi.org/10.1016/j.apm.2008.03.009

zbMATH Keywords

Winkler foundationsoil-structure interactiongeosyntheticstrip loading

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items

Soil-structure-interaction effects on the flexural vibrations of a cantilever beam, A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation

Cites Work

• Series Solutions for Beams on Elastic Foundations
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