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

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

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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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Dettagli Bibliografici
Autori principali:	Salamanca-Medina, Edgar Leonardo, Abril-Gonzalez, Nebardo Arturo
Natura:	Online
Lingua:	spa
Pubblicazione:	Universidad Pedagógica y Tecnológica de Colombia - UPTC 2017
Soggetti:	Piles lateral deflection Geotechnics clay models Pilotes deflexión lateral geotecnia arcilla modelos
Accesso online:	https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188

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