Experimental study of behavior of circular footing on geogrid-reinforced sand
Load tests were carried out with a circular foundation of diameter, B = 100 mm, supported on geogrid-sand reinforced contained in a circular-steel tank with diameter of 600 mm and depth of 450 mm, to determine the increase produced in the bearing capacity by including geogrid layers in the sand. Two...
Guardado en:
| Autores principales: | Useche Infante, Danny, Aiassa Martínez, Gonzalo Martín, Arrúa, Pedro Ariel, Eberhardt, Marcelo Gabriel |
|---|---|
| Formato: | Artículo publisherVersion |
| Lenguaje: | Inglés |
| Publicado: |
2024
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| Materias: | |
| Acceso en línea: | http://hdl.handle.net/20.500.12272/11368 https://doi.org/10.1080/17486025.2019.1683621 |
| Aporte de: |
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