A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
https://orcid.org/0000-0002-5513-5848
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.
Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
https://orcid.org/0000-0002-5513-5848
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.
Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
https://orcid.org/0000-0002-5513-5848
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.
Infinite Rock Slope Analysis with Hoek–Brown Failure Criterion
Park, Dowon (author)
2023
Article (Journal)
Electronic Resource
English
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB41
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