Comparer des méthodes
Examinez les méthodes sélectionnées côte à côte ; les lignes qui diffèrent sont mises en évidence.
| Conception ME des chaussées× | Consolidation de Terzaghi× | |
|---|---|---|
| Domaine | Génie civil | Génie civil |
| Famille | Process / pipeline | Process / pipeline |
| Année d'origine≠ | 2008 | 1943 |
| Auteur d'origine≠ | AASHTO (American Association of State Highway and Transportation Officials) | Karl Terzaghi |
| Type≠ | Performance-prediction model for asphalt pavement design | Diffusion equation for pore pressure dissipation and soil settlement |
| Source fondatrice≠ | AASHTO (2008). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. American Association of State Highway and Transportation Officials. link ↗ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 |
| Alias | MEPDG, Pavement design, Fatigue and rutting | Primary consolidation, Soil settlement, Effective stress |
| Apparentées | 3 | 3 |
| Résumé≠ | The Mechanistic-Empirical Pavement Design Guide (MEPDG or Pavement ME) is a modern method for designing asphalt pavements that predicts performance (rutting, cracking) using mechanistic stress analysis combined with empirical distress models. Developed by AASHTO in 2008 as a successor to the 1993 AASHTO Empirical Guide, this approach provides better accuracy and enables climate-based, site-specific design. | 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. |
| ScholarGateJeu de données ↗ |
|
|