Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)

Evaluating the seismic performance of retaining walls is a significant engineering challenge due to non-linear soil-structure interaction, site response effects and ground motion properties. State of the art methods, based on non-linear dynamic analysis, are nowadays able to give reliable results wh...

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Bibliographic Details
Main Authors: Pierluigi Alesiani, Paolo Ruggeri, Viviene M.E. Fruzzetti, Giuseppe Scarpelli
Format: Article
Language:English
Published: Elsevier 2025-09-01
Series:Soils and Foundations
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S0038080625001106
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