Failure loads on geosynthetic reinforced soil structures

A failure criterion for a reinforced soil composite is presented. The slip-line equations for reinforced soils are described. Failure loads and stress characteristics fields for reinforced slopes, walls and foundations are calculated using the slip-line method.

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Veröffentlicht in:Geotextiles and geomembranes 1996, Vol.14 (5), p.289-300
1. Verfasser: Zhao, Aigen
Format: Artikel
Sprache:eng
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Beschreibung
Zusammenfassung:A failure criterion for a reinforced soil composite is presented. The slip-line equations for reinforced soils are described. Failure loads and stress characteristics fields for reinforced slopes, walls and foundations are calculated using the slip-line method.
ISSN:0266-1144
1879-3584
DOI:10.1016/0266-1144(96)89796-2