Determinación de los coeficientes para la correlación entre ensayo SPT y la capacidad de carga de los suelos en el barrio “nuevo amanecer”
This thesis was carried out in order to have more accurate data at the time of performing calculations concerning the soil bearing capacity and friction angle of sands specifically when we take it as a starting point the standard penetration test, It’s also known as S.P.T. Modifying formulas factors...
Tallennettuna:
| Päätekijä: | |
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| Aineistotyyppi: | bachelorThesis |
| Kieli: | spa |
| Julkaistu: |
2015
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| Aiheet: | |
| Linkit: | http://dspace.unach.edu.ec/handle/51000/586 |
| Tagit: |
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Lisää tagi | Yhteenveto: | This thesis was carried out in order to have more accurate data at the time of performing calculations concerning the soil bearing capacity and friction angle of sands specifically when we take it as a starting point the standard penetration test, It’s also known as S.P.T. Modifying formulas factors were performed to obtain friction angle of two different authors using a triaxial test. For this work, we have taken disturbed soil samples under consideration for both the realization of the triaxial test also tests with the respective SPT soil from different parts of the sector under study. |
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