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...
- 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
| Summary: | 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. |
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