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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Main Authors: Salamanca-Medina, Edgar Leonardo, Abril-Gonzalez, Nebardo Arturo
Format: Online
Language:spa
Published: Universidad Pedagógica y Tecnológica de Colombia - UPTC 2017
Subjects:
Online Access:https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188
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author Salamanca-Medina, Edgar Leonardo
Abril-Gonzalez, Nebardo Arturo
author_facet Salamanca-Medina, Edgar Leonardo
Abril-Gonzalez, Nebardo Arturo
author_sort Salamanca-Medina, Edgar Leonardo
collection OJS
description 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 lateral deflections at the head of the piles and the method proposed by Broms for estimating the ultimate lateral load. These predictions were compared with the results of the physical modeling, obtaining a good approximation between them.
format Online
id oai:oai.revistas.uptc.edu.co:article-7188
institution Revista Ingeniería, Investigación y Desarrollo
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publishDate 2017
publisher Universidad Pedagógica y Tecnológica de Colombia - UPTC
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spelling oai:oai.revistas.uptc.edu.co:article-71882022-06-16T16:48:44Z Physical scale modeling of single free head piles under lateral loading in cohesive soils Modelamiento físico a escala de pilotes individuales, de cabeza libre, sometidos a carga lateral en suelos cohesivos Salamanca-Medina, Edgar Leonardo Abril-Gonzalez, Nebardo Arturo Piles lateral deflection Geotechnics clay models Pilotes deflexión lateral geotecnia arcilla modelos 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 lateral deflections at the head of the piles and the method proposed by Broms for estimating the ultimate lateral load. These predictions were compared with the results of the physical modeling, obtaining a good approximation between them. Este artículo presenta los resultados de la modelación a pequeña escala de pilotes de madera, de cabeza libre, sometidos a carga horizontal en suelos cohesivos, ensayados con el fin de comparar los resultados con modelos analíticos propuestos por varios autores. Se emplearon los métodos de la carga característica (CLM) y curvas P-Y, para la predicción de las deflexiones laterales en la cabeza de los pilotes, y el método propuesto por Broms para la estimación de resistencia por carga última lateral. Estas predicciones se compararon con los resultados del modelamiento físico, y se obtuvo bastante aproximación entre ellos. Universidad Pedagógica y Tecnológica de Colombia - UPTC 2017-07-04 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion application/pdf https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188 10.19053/1900771X.v17.n2.2017.7188 Ingeniería Investigación y Desarrollo; Vol. 17 No. 2 (2017): July-December; 73-82 Ingeniería Investigación y Desarrollo; Vol. 17 Núm. 2 (2017): Julio-Diciembre; 73-82 2422-4324 1900-771X spa https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188/5614 Derechos de autor 2017 Ingeniería Investigación y Desarrollo
spellingShingle Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
Salamanca-Medina, Edgar Leonardo
Abril-Gonzalez, Nebardo Arturo
Physical scale modeling of single free head piles under lateral loading in cohesive soils
title Physical scale modeling of single free head piles under lateral loading in cohesive soils
title_alt Modelamiento físico a escala de pilotes individuales, de cabeza libre, sometidos a carga lateral en suelos cohesivos
title_full Physical scale modeling of single free head piles under lateral loading in cohesive soils
title_fullStr Physical scale modeling of single free head piles under lateral loading in cohesive soils
title_full_unstemmed Physical scale modeling of single free head piles under lateral loading in cohesive soils
title_short Physical scale modeling of single free head piles under lateral loading in cohesive soils
title_sort physical scale modeling of single free head piles under lateral loading in cohesive soils
topic Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
topic_facet Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
url https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188
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AT abrilgonzaleznebardoarturo physicalscalemodelingofsinglefreeheadpilesunderlateralloadingincohesivesoils
AT salamancamedinaedgarleonardo modelamientofisicoaescaladepilotesindividualesdecabezalibresometidosacargalateralensueloscohesivos
AT abrilgonzaleznebardoarturo modelamientofisicoaescaladepilotesindividualesdecabezalibresometidosacargalateralensueloscohesivos