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Failure loads on geosynthetic reinforced soil structures
The failure criterion of reinforced soil presented here is anisotropic due to the inclusion of geosynthetic reinforcement with preferred direction. The slip-line method in relation with the derived failure criteria can be used for calculating the failure loads on geosynthetic reinforced soil structures. The stress characteristics fields of reinforced slopes, retaining walls and foundations are presented and compared with those without reinforcement. The inclusion of geosynthetic reinforcement enlarges the plastic failure region in a reinforced soil structure, and significantly increases the load capacity. The stress characteristics fields are very important to understand the plastic failure regions of reinforced soil structures.
Failure loads on geosynthetic reinforced soil structures
The failure criterion of reinforced soil presented here is anisotropic due to the inclusion of geosynthetic reinforcement with preferred direction. The slip-line method in relation with the derived failure criteria can be used for calculating the failure loads on geosynthetic reinforced soil structures. The stress characteristics fields of reinforced slopes, retaining walls and foundations are presented and compared with those without reinforcement. The inclusion of geosynthetic reinforcement enlarges the plastic failure region in a reinforced soil structure, and significantly increases the load capacity. The stress characteristics fields are very important to understand the plastic failure regions of reinforced soil structures.
Failure loads on geosynthetic reinforced soil structures
Bruchlasten von geotextilverstärkten Böden
Zhao, Aigen (author)
1995
14 Seiten, 10 Bilder, 7 Quellen
Conference paper
English
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