COMPORTAMENTO À COMPRESSÃO DE ESTACAS ESCAVADAS DE PEQUENO DIÂMETRO EM SOLO SEDIMENTAR NA REGIÃO DE SANTA MARIA
In this work we study the behavior of excavated small-diameter props to the executed compression in sedimentary soil at the Experimental testing site of Geotechnical Engineering at UFSM(CEEG/UFSM). In geotechnical engineering the projects of superficial and deep foundations are limited by the load c...
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| Format: | Others |
| Language: | Portuguese |
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Universidade Federal de Santa Maria
2007
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| Online Access: | http://repositorio.ufsm.br/handle/1/7794 |