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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Tipo de recurso:
http://purl.org/coar/resource_type/c_6777
Fecha de publicación:
2017
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
spa
OAI Identifier:
oai:repositorio.uptc.edu.co:001/12285
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188
https://repositorio.uptc.edu.co/handle/001/12285
Palabra clave:
Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
Rights
License
Derechos de autor 2017 Ingeniería Investigación y Desarrollo
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spelling 2017-07-042024-07-05T18:48:00Z2024-07-05T18:48:00Zhttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/718810.19053/1900771X.v17.n2.2017.7188https://repositorio.uptc.edu.co/handle/001/12285This 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.application/pdfspaspaUniversidad Pedagógica y Tecnológica de Colombia - UPTChttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188/5614Derechos de autor 2017 Ingeniería Investigación y Desarrollohttp://purl.org/coar/access_right/c_abf278http://purl.org/coar/access_right/c_abf2Ingeniería Investigación y Desarrollo; Vol. 17 No. 2 (2017): July-December; 73-82Ingeniería Investigación y Desarrollo; Vol. 17 Núm. 2 (2017): Julio-Diciembre; 73-822422-43241900-771XPileslateral deflectionGeotechnicsclaymodelsPilotesdeflexión lateralgeotecniaarcillamodelosPhysical scale modeling of single free head piles under lateral loading in cohesive soilsModelamiento físico a escala de pilotes individuales, de cabeza libre, sometidos a carga lateral en suelos cohesivosinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_6777http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a361http://purl.org/coar/version/c_970fb48d4fbd8a85Salamanca-Medina, Edgar LeonardoAbril-González, Nebardo Arturo001/12285oai:repositorio.uptc.edu.co:001/122852025-07-18 11:25:54.313metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co
dc.title.en-US.fl_str_mv Physical scale modeling of single free head piles under lateral loading in cohesive soils
dc.title.es-ES.fl_str_mv Modelamiento físico a escala de pilotes individuales, de cabeza libre, sometidos a carga lateral en suelos cohesivos
title Physical scale modeling of single free head piles under lateral loading in cohesive soils
spellingShingle Physical scale modeling of single free head piles under lateral loading in cohesive soils
Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
title_short 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_sort Physical scale modeling of single free head piles under lateral loading in cohesive soils
dc.subject.en-US.fl_str_mv Piles
lateral deflection
Geotechnics
clay
models
topic Piles
lateral deflection
Geotechnics
clay
models
Pilotes
deflexión lateral
geotecnia
arcilla
modelos
dc.subject.es-ES.fl_str_mv Pilotes
deflexión lateral
geotecnia
arcilla
modelos
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.
publishDate 2017
dc.date.accessioned.none.fl_str_mv 2024-07-05T18:48:00Z
dc.date.available.none.fl_str_mv 2024-07-05T18:48:00Z
dc.date.none.fl_str_mv 2017-07-04
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6777
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a361
format http://purl.org/coar/resource_type/c_6777
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188
10.19053/1900771X.v17.n2.2017.7188
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/12285
url https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188
https://repositorio.uptc.edu.co/handle/001/12285
identifier_str_mv 10.19053/1900771X.v17.n2.2017.7188
dc.language.none.fl_str_mv spa
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/7188/5614
dc.rights.es-ES.fl_str_mv Derechos de autor 2017 Ingeniería Investigación y Desarrollo
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf278
rights_invalid_str_mv Derechos de autor 2017 Ingeniería Investigación y Desarrollo
http://purl.org/coar/access_right/c_abf278
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
dc.publisher.es-ES.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia - UPTC
dc.source.en-US.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 17 No. 2 (2017): July-December; 73-82
dc.source.es-ES.fl_str_mv Ingeniería Investigación y Desarrollo; Vol. 17 Núm. 2 (2017): Julio-Diciembre; 73-82
dc.source.none.fl_str_mv 2422-4324
1900-771X
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
repository.mail.fl_str_mv repositorio.uptc@uptc.edu.co
_version_ 1839633894546079744

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