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Rock Mechanics and Rock Engineering
Erschienen in: Rock Mechanics and Rock Engineering 1/2020

14.06.2019 | Technical Note

Slope Stability Analysis using Equivalent Mohr–Coulomb and Hoek–Brown criteria

verfasst von: Hossein Rafiei Renani, C. Derek Martin

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 1/2020

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Slope stability is a major design objective in civil and mining projects such as dams and open pit mines. Stability of slopes is evaluated primarily based on the factor of safety, defined as the factor by which the shear strength of the slope material must be divided to bring the slope to the point of failure. It is evident from the definition that factor of safety is controlled by shear strength of the material. Failure criteria describing material strength under various loading conditions are used in stability analysis to determine the slope factor of safety. …
Vorheriger Artikel Influence of Temperature on the Structure of Pore–Fracture of Sandstone
Nächster Artikel A New Method to Measure and Calculate Tri-axial Static Strain Change Based on Relative Displacements Between Points for Rock Mass and Structure

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Metadaten
Titel
Slope Stability Analysis using Equivalent Mohr–Coulomb and Hoek–Brown criteria
verfasst von
Hossein Rafiei Renani
C. Derek Martin
Publikationsdatum
14.06.2019
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 1/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-019-01889-3

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