Numerical Modeling of Square Footing Subjected to Eccentric Loading on Geogrid Reinforced Loose Sand

This article aims to study the Performance footing on loose sand soil reinforced with geogrid layers The Load Settlement behavior of the footing under various conditions such as different eccentric value (e), depth of the first geogrid layer (u/B), and vertical spacing between geogrid layers (z/B) w...

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Veröffentlicht in:	Key engineering materials 2020-08, Vol.857, p.341-348
Hauptverfasser:	Al-Saady, Semaa Z., Albusoda, Bushra S.
Format:	Artikel
Sprache:	eng
Schlagworte:	Axial forces Axial stress Civil engineering Eccentric loads Eccentricity Failure mechanisms Finite element method Geogrids Load Mathematical models Soil layers Soil stresses Soils Stress concentration Stress distribution
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