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 |
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Format: | Artikel |
Sprache: | eng |
Online-Zugang: | Volltext |
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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. |
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ISSN: | 0266-1144 1879-3584 |
DOI: | 10.1016/0266-1144(96)89796-2 |