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
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Texto
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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 | |||||||||||||||
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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: |
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Fecha del depósito: | 01 Jun 2022 20:38 | |||||||||||||||
Última modificación: | 05 Mar 2024 20:36 | |||||||||||||||
URI: | http://eprints.uanl.mx/id/eprint/23334 |
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