Numerical Investigation of Laterally Loaded Piles in Clayey Soils
The p-y curve method is a very common engineering practice for the calculation of the internal forces and deformations along laterally loaded piles under lateral loading (bending moments, shear forces, horizontal displacements, etc.). The pile is simulated as a “Beam on a Non-linear Winkler Foundati...
| Κύριοι συγγραφείς: | , |
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| Άλλοι συγγραφείς: | |
| Μορφή: | doctoralThesis |
| Γλώσσα: | Greek English |
| Έκδοση: |
Σχολή Πολιτικών Μηχανικών
2017
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| Διαθέσιμο Online: | http://dspace.lib.ntua.gr/handle/123456789/45485 |