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EnglishThis paper reports the results of model loading tests performed on shallow footings resting on a double-layered deposit of Ticino Sand, a natural silica sand, with geosynthetic inclusions as reinforcement. The sand deposit is reconstituted by raining, using a travel-ling sand spreader apparatus at purpose developed, in two layers having different relative densities to simulate natural deposits. The soil is pluviated into a steel caisson (1.60x2.50x1.70 m) with reinforced wall; different model foundations, and types and assemblies of geosynthetic reinforcement are installed within. Analyses of the results in terms of bearing capacity, settlement and failure mecha-nisms are reported.
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| Titolo: | Effects of geosynthetic reinforcement on bearing capacity and settlement of shallow foundation |
| Autori: | |
| Data di pubblicazione: | 2005 |
| Abstract: | This paper reports the results of model loading tests performed on shallow footings resting on a double-layered deposit of Ticino Sand, a natural silica sand, with geosynthetic inclusions as reinforcement. The sand deposit is reconstituted by raining, using a travel-ling sand spreader apparatus at purpose developed, in two layers having different relative densities to simulate natural deposits. The soil is pluviated into a steel caisson (1.60x2.50x1.70 m) with reinforced wall; different model foundations, and types and assemblies of geosynthetic reinforcement are installed within. Analyses of the results in terms of bearing capacity, settlement and failure mecha-nisms are reported. |
| Handle: | http://hdl.handle.net/11567/233785 |
| ISBN: | 9059660307 |
| Appare nelle tipologie: | 02.01 - Contributo in volume (Capitolo o saggio) |
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http://hdl.handle.net/11567/233785
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