27.06.2023 | Technical Note
Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 9/2023
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Highlights
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An exact solution of stability measures, satisfying both equilibrium and compatibility, was derived.
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Stability factor and factor of safety were evaluated for infinite rock slopes with strength governed by the Hoek–Brown criterion.
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The presence of seepage flow parallel to the slope face was considered.
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The generalized Hoek–Brown criterion was directly utilized without typical approximations.