Effect of non saturation on the strength and stiffness of a compacted clayey sand
The present work aims to investigate the influence of compaction water content on the mechanical behavior of a clay sand (SC). A laboratory test campaign was carried out on reconstituted samples of a SC employed in a trial railway embankment. A constant void ratio corresponding to 97% of the modifie...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2015
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| Texto completo: | http://hdl.handle.net/1822/53415 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/53415 |