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

Autores:
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