Performance criteria and design of shallow foundation of an arched steel bridge on liquefiable soil
In the current thesis the response of an arch steel bridge on liquefiable soil to imposed differential settlements and rotations, as well as the innovative design of a shallow foundation for the pier of the bridge are investigated. The conventional approach to the phenomenon of liquefaction is to us...
| Κύριοι συγγραφείς: | , |
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| Άλλοι συγγραφείς: | |
| Μορφή: | bachelorThesis |
| Γλώσσα: | English |
| Έκδοση: |
Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Δομοστατικής. Εργαστήριο Μεταλλικών Κατασκευών
2015
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| Θέματα: | |
| Διαθέσιμο Online: | http://dspace.lib.ntua.gr/handle/123456789/41243 |