Mechanics of deformable solids Plasticity Concept
Mohr–Coulomb theory
Summary
Mohr–Coulomb theory is a model of failure for soils, rocks and concrete. In these materials the shear strength grows with the compressive stress across the failure plane. A plane fails when its shear stress reaches a cohesion plus a friction term proportional to the normal pressure on it. In terms of Mohr's circle, failure occurs when the largest circle touches a straight line, the failure envelope. It is the basic strength criterion of geotechnical engineering.
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| Tag | Q5CF1Z6179 |
|---|---|
| URI | m2://Q5CF1Z6179 |
| Kind | concept |
| Writing | W0 stub |
| MSC | 74C05, 74L10 |
| Same as | |
| Changed | 3 November 2026 |
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Definitions
Used by
- Byerlee's law
- Coulomb stress transfer
- Anderson's theory of faulting
- Terzaghi's principle of effective stress