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Examinez les méthodes sélectionnées côte à côte ; les lignes qui diffèrent sont mises en évidence.
| Stabilité des pentes (Bishop-Janbu)× | Consolidation de Terzaghi× | |
|---|---|---|
| Domaine | Génie civil | Génie civil |
| Famille | Process / pipeline | Process / pipeline |
| Année d'origine≠ | 1955 | 1943 |
| Auteur d'origine≠ | Alan Bishop and Nilmar Janbu | Karl Terzaghi |
| Type≠ | Limit equilibrium method for slope failure analysis | Diffusion equation for pore pressure dissipation and soil settlement |
| Source fondatrice≠ | Bishop, A. W. (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique, 5(1), 7-17. DOI ↗ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 |
| Alias | Circular slip surface, Limit equilibrium, Factor of safety | Primary consolidation, Soil settlement, Effective stress |
| Apparentées | 3 | 3 |
| Résumé≠ | The Bishop and Janbu methods are limit equilibrium approaches for analyzing slope stability, computing the factor of safety against shear failure along a potential slip surface. Developed by Bishop (1955) and Janbu (1954), these methods remain the most widely used tools in geotechnical engineering for evaluating cut slopes, embankments, and natural hillsides. | Terzaghi consolidation theory describes how water-saturated clay soils compress over time as excess pore water pressure dissipates and effective stress increases. Formulated by Karl Terzaghi in 1943, this foundational theory enables prediction of settlement rates for foundations on compressible soils, a critical design concern in geotechnical engineering. |
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