Evaluation of the Static Design Procedure in the Canadian Foundation Engineering Manual for Piles in Cohesionless Soil
Piles provide a convenient solution for heavy structures, where the foundation soil bearing capacity, or the tolerable settlement may be exceeded due to the applied loads. In cohesionless soils, the two frequently used pile installation methods are driving and drilling (or boring). This paper review...
Guardado en:
Autores principales: | Hany El Naggar, Islam Ezzeldin |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/9fecb564d414429fad582e25fdb8cbef |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
por: Makki Russul O., et al.
Publicado: (2021) -
Compare the axial bearing capacity piles cylindrical, tapered and semi-tapered in the sand by finite element method
por: واحد قیاسی, et al.
Publicado: (2019) -
Analytical model for friction piles in consolidating soft soils
por: Rodríguez Rebolledo,Juan Félix, et al.
Publicado: (2019) -
Experimental Study on Configuration and Spacing of Screw Pile Group Effect Subjected to Lateral Cyclic Loading
por: Ibrahim Azhar S., et al.
Publicado: (2021) -
Improvement Separation Layer of Disconnected Piled Raft Foundations using Geogrid and Geocell Layers
por: Khalil Ayat I., et al.
Publicado: (2021)