A non linear Full-FEM 3D model to describepile-soil interaction under static and cyclicloading conditions
Deep foundations consist of a practical solutions when specific geotechnical constraints do not allow the use of shallow foundations for the support of the superstructure. Pile-soil interaction remains a complex problem strongly influenced by non-linear phenomena of unilateral friction of the interf...
| Κύριοι συγγραφείς: | , |
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| Άλλοι συγγραφείς: | |
| Μορφή: | bachelorThesis |
| Γλώσσα: | English |
| Έκδοση: |
Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών
2018
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| Θέματα: | |
| Διαθέσιμο Online: | http://dspace.lib.ntua.gr/handle/123456789/48241 |