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Rock Mechanics and Rock Engineering

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27.06.2023 | Technical Note

Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion

verfasst von: Dowon Park

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 9/2023

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Highlights

An exact solution of stability measures, satisfying both equilibrium and compatibility, was derived.
Stability factor and factor of safety were evaluated for infinite rock slopes with strength governed by the Hoek–Brown criterion.
The presence of seepage flow parallel to the slope face was considered.
The generalized Hoek–Brown criterion was directly utilized without typical approximations.

Vorheriger Artikel A Computational Algorithm for Calculating Fracture Index of Core Runs

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Titel: Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
verfasst von: Dowon Park
Publikationsdatum: 27.06.2023
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 9/2023
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-023-03431-y

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