Numerical analysis of single pile response due to seismic liquefaction and lateral spreading

Afnaniesfandabadi, Askan R.; Niki, Vida M.

Numerical analysis of single pile response due to seismic liquefaction and lateral spreading

Afnaniesfandabadi, Askan R.; Niki, Vida M.

URI: https://dspace.lib.ntua.gr/xmlui/handle/123456789/5588
http://dx.doi.org/10.26240/heal.ntua.9677

Date: 2011-12-13

Abstract:

In the thesis, the behavior of pile in liquefaction-induced lateral spreading cases are studied and the effect of many factors such as pile diameter, stiffness, istallation method and head constraint, soil permeability and relative density and ecxitation period are discussed.

Description:

247 σ.

Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) "Δομοστατικός Σχεδιασμός και Ανάλυση των Κατασκευών"

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