Experimental Investigation of Bearing Capacity of Circular and Ring Footings on Geogrid-Reinforced Cohesionless Soils
This experimental investigation describes an extensive series of reduced laboratory scale tests, conducted on circular and ring footing models rested on a geogrid reinforced cohesionless soil. The study examined the impact of several factors at different relative sand densities, such as the inner to...
Sábháilte in:
| Príomhchruthaitheoirí: | , , |
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| Formáid: | Artigo |
| Teanga: | Inglês |
| Foilsithe / Cruthaithe: |
Sciendo
2024-06-01
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| Sraith: | Civil and Environmental Engineering |
| Ábhair: | |
| Rochtain ar líne: | https://doi.org/10.2478/cee-2024-0027 |
| Clibeanna: |
Níl clibeanna ann, Bí ar an gcéad duine le clib a chur leis an taifead seo!
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