Safety-factor dataset for high embankments determined with different analytical methods

Mesa Lavista, Milena y Alvarez Pérez, José y Tejeda Piusseaut, Eduardo y Lamas Fernández, Francisco (2021) Safety-factor dataset for high embankments determined with different analytical methods. Data in Brief, 38. pp. 1-10. ISSN 23523409

[img]
Vista previa
Texto
23334.pdf - Versión Publicada
Available under License Creative Commons Attribution Non-commercial No Derivatives.

Download (2MB) | Vista previa

Resumen

Slope-stability analysis is one of the parameters in the design of road embankments that the designer must consider in order to ensure stable and safe construction. The technical standards recommend slopes to heights of 12 m, depending on the soil types and the topography. In the present work, the limit equilibrium methods (Fellenius, Bishop, Janbu, Morgensten-Price) and the finite element method are used to determine the safety factor of road embankments for different slopes flanking the road. Five embankment heights were simulated: 6 m, 12 m, 18 m, 24 m, and 30 m. The dataset compiled can be used for modeling embankments.

Tipo de elemento: Article
Palabras claves no controlados: Safety factor, High embankment, Limit equilibrium method Finite element method.
Materias: T Tecnología > TA Ingeniería General y Civil
Divisiones: Ingeniería Civil
Usuario depositante: Editor Repositorio
Creadores:
CreadorEmailORCID
Mesa Lavista, MilenaNO ESPECIFICADONO ESPECIFICADO
Alvarez Pérez, JoséNO ESPECIFICADONO ESPECIFICADO
Tejeda Piusseaut, EduardoNO ESPECIFICADONO ESPECIFICADO
Lamas Fernández, FranciscoNO ESPECIFICADONO ESPECIFICADO
Fecha del depósito: 01 Jun 2022 20:38
Última modificación: 05 Mar 2024 20:36
URI: http://eprints.uanl.mx/id/eprint/23334

Actions (login required)

Ver elemento Ver elemento

Downloads

Downloads per month over past year