Effects of liquefaction-induced lateral spreading on piles, an overview of physical modeling

Destructive damages to deep foundations due to liquefaction-induced lateral spreading during or after major earthquakes in gently sloping or level grounds with a free end have been observed in many earthquakes. The pile foundations supporting structures located in or near the ports and harbors, and...

Full description

Saved in:
Bibliographic Details
Published inSoil dynamics and earthquake engineering (1984) Vol. 173; p. 108111
Main Authors Haeri, S. Mohsen, Rajabigol, Morteza
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.10.2023
Subjects
Online AccessGet full text

Cover

Loading…