Examination of the Behavior of Gravity Quay Wall against Liquefaction under the Effect of Wall Width and Soil Improvement

Deformation of quay walls is one of the main sources of damage to port facility while liquefaction of backfill and base soil of the wall are the main reasons for failures of quay walls. During earthquakes, the most susceptible materials for liquefaction in seashore regions are loose saturated sand....

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Detalles Bibliográficos
Autores principales: Firoozi, Ali Akbar, Taha, Mohd Raihan, Mir Moammad Hosseini, S. M., Firoozi, Ali Asghar
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4121096/
https://www.ncbi.nlm.nih.gov/pubmed/25126595
http://dx.doi.org/10.1155/2014/325759

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4121096/
https://www.ncbi.nlm.nih.gov/pubmed/25126595
http://dx.doi.org/10.1155/2014/325759

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