Behavior of pile group incorporating dissimilar pile embedded into sand
Piles are recommended to transfer the superstructure loads safely through soil by friction resistance and end bearing into firm bearing stratum. Piles drive their load via weak soil into competent bearing stratum. Piles in group are designed of similar length, diameter and working load. Except in sp...
Guardat en:
| Autors principals: | , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Elsevier
2015-06-01
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| Col·lecció: | Alexandria Engineering Journal |
| Matèries: | |
| Accés en línia: | http://www.sciencedirect.com/science/article/pii/S1110016814001057 |
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