Physical scale modeling of single free head piles under lateral loading in cohesive soils

This paper presents the results of the small scale modeling of free head wood piles under horizontal loading in cohesive soils, tested in order to compare the results with analytical models proposed by various authors. Characteristic Load (CLM) and P-Y Curves methods were used for the prediction of...

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Detalhes bibliográficos

Principais autores:	Salamanca-Medina, Edgar Leonardo, Abril-Gonzalez, Nebardo Arturo
Formato:	Online
Idioma:	spa
Publicado em:	Universidad Pedagógica y Tecnológica de Colombia - UPTC 2017
Assuntos:	Piles lateral deflection Geotechnics clay models Pilotes deflexión lateral geotecnia arcilla modelos
Acesso em linha:	https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188