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...

Full description

Bibliographic Details
Main Authors: Edgar Leonardo Salamanca-Medina, Nebardo Arturo Abril-Gonzalez
Format: Article
Language:Spanish
Published: Universidad Pedagógica y Tecnológica de Colombia 2017-06-01
Series:Ingeniería Investigación y Desarrollo
Subjects:
Online Access:http://revistas.uptc.edu.co/revistas/index.php/ingenieria_sogamoso/article/view/7188
_version_ 1818751751759593472
author Edgar Leonardo Salamanca-Medina
Nebardo Arturo Abril-Gonzalez
author_facet Edgar Leonardo Salamanca-Medina
Nebardo Arturo Abril-Gonzalez
author_sort Edgar Leonardo Salamanca-Medina
collection DOAJ
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.
first_indexed 2024-12-18T04:40:33Z
format Article
id doaj.art-541db3e577114f3daf335b46a2b8edd2
institution Directory Open Access Journal
issn 1900-771X
2422-4324
language Spanish
last_indexed 2024-12-18T04:40:33Z
publishDate 2017-06-01
publisher Universidad Pedagógica y Tecnológica de Colombia
record_format Article
series Ingeniería Investigación y Desarrollo
spelling doaj.art-541db3e577114f3daf335b46a2b8edd22022-12-21T21:20:43ZspaUniversidad Pedagógica y Tecnológica de ColombiaIngeniería Investigación y Desarrollo1900-771X2422-43242017-06-01172738210.19053/1900771X.v17.n2.2017.71884670Physical scale modeling of single free head piles under lateral loading in cohesive soilsEdgar Leonardo Salamanca-Medina0Nebardo Arturo Abril-Gonzalez1UptcUptcThis 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.http://revistas.uptc.edu.co/revistas/index.php/ingenieria_sogamoso/article/view/7188Pilotesdeflexión lateralgeotecniaarcillamodelos
spellingShingle Edgar Leonardo Salamanca-Medina
Nebardo Arturo Abril-Gonzalez
Physical scale modeling of single free head piles under lateral loading in cohesive soils
Ingeniería Investigación y Desarrollo
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
title Physical scale modeling of single free head piles under lateral loading in cohesive soils
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 Pilotes
deflexión lateral
geotecnia
arcilla
modelos
url http://revistas.uptc.edu.co/revistas/index.php/ingenieria_sogamoso/article/view/7188
work_keys_str_mv AT edgarleonardosalamancamedina physicalscalemodelingofsinglefreeheadpilesunderlateralloadingincohesivesoils
AT nebardoarturoabrilgonzalez physicalscalemodelingofsinglefreeheadpilesunderlateralloadingincohesivesoils