مقایسهٔ روشها
روشهای انتخابی خود را کنار هم مرور کنید؛ ردیفهای متفاوت برجسته شدهاند.
| راهنمای طراحی روسازی ME (Pavement ME Design)× | تئوری تحکیم تراژاگی (Terzaghi Consolidation)× | مدل جریان ترافیک (مدل LWR)× | |
|---|---|---|---|
| حوزه | مهندسی عمران | مهندسی عمران | مهندسی عمران |
| خانواده | Process / pipeline | Process / pipeline | Process / pipeline |
| سال پیدایش≠ | 2008 | 1943 | 1955 |
| پدیدآور≠ | AASHTO (American Association of State Highway and Transportation Officials) | Karl Terzaghi | M. J. Lighthill and G. B. Whitham |
| نوع≠ | Performance-prediction model for asphalt pavement design | Diffusion equation for pore pressure dissipation and soil settlement | Macroscopic traffic flow modeling using conservation laws |
| منبع بنیادین≠ | 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 | Lighthill, M. J., & Whitham, G. B. (1955). On kinematic waves I. Flow movement in long rivers. Proceedings of the Royal Society A, 229(1178), 281-316. DOI ↗ |
| نامهای دیگر | MEPDG, Pavement design, Fatigue and rutting | Primary consolidation, Soil settlement, Effective stress | LWR model, Traffic wave, Kinematic wave theory |
| مرتبط | 3 | 3 | 3 |
| خلاصه≠ | 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. | The Lighthill-Whitham-Richards (LWR) model is a macroscopic traffic flow model that treats traffic as a compressible fluid, applying conservation of vehicles and a flow-density relationship. Introduced independently by Lighthill and Whitham (1955) and Richards (1956), the model predicts traffic wave propagation, congestion formation, and bottleneck behavior on highways. |
| ScholarGateمجموعهداده ↗ |
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