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Rock Mechanics and Rock Engineering

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01.07.2010 | Technical Note

Slope Equivalent Mohr–Coulomb Strength Parameters for Rock Masses Satisfying the Hoek–Brown Criterion

verfasst von: Xiao-Li Yang, Jian-Hua Yin

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 4/2010

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At present, slope stability analysis is often based on limit equilibrium methods. To determine the slope stability factors, the common technique used for design is the slice technique where the slope is divided into slices. In order to solve the stability problem, some assumptions regarding the location and inclination of forces between slices are made for static equilibrium equations of such slices to be solvable. Due to the arbitrary assumptions regarding the inter-slice forces, the solutions using the limit equilibrium method cannot be regarded as rigorous in a strict mechanical sense. …

Vorheriger Artikel Mechanical Behavior of Carbonate Rocks at Crack Damage Stress Equal to Uniaxial Compressive Strength

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Titel: Slope Equivalent Mohr–Coulomb Strength Parameters for Rock Masses Satisfying the Hoek–Brown Criterion
verfasst von: Xiao-Li Yang
Jian-Hua Yin
Publikationsdatum: 01.07.2010
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 4/2010
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-009-0044-2

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