A mathematical model for the waste region of a long-wall mineworking

DOI10.1016/0022-5096(85)90011-0zbMath0576.73101OpenAlexW2093254950MaRDI QIDQ1064865

B. George

Publication date: 1985

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0022-5096(85)90011-0

zbMATH Keywords

boundary conditionscontinuity equationmathematical modeliterative constructionCoulomb yield criterionapproximations to solutionsbroken rock materialconnection between the stress and velocity fields through theconnection between the stress and velocity fields through the boundary conditionscontinuum, plane strain, rigid-plastic theorydouble-shearing flows of compressible granular materialskinematic equations due to Mehrabadi and CowinStatical indeterminancystress equilibrium equationswaste region of a long-wall mineworking

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

On the energy dissipation and velocity discontinuities in granular materials and solution of a boundary value problem in geophysics ⋮ Dilatant double shearing theory applied to granular chute flow

Cites Work

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• On Coulomb's law of failure in soils
• Initial planar deformation of dilatant granular materials
• A theory of the kinematics of ideal soils under plane strain conditions
• Application of Spencer’s Ideal Soil Model to Granular Materials Flow
• Soil mechanics and plastic analysis or limit design
• Mixed boundary value problems in soil mechanics
• Stress and Velocity Fields in Soil Mechanics

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