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| Terzaghi Consolidation× | نمذجة تدفق المياه الجوفية MODFLOW× | تفاعل التربة والمنشأ× | |
|---|---|---|---|
| المجال | الهندسة المدنية | الهندسة المدنية | الهندسة المدنية |
| العائلة | Process / pipeline | Process / pipeline | Process / pipeline |
| سنة النشأة≠ | 1943 | 1984 (original release); continuously updated through MODFLOW-6 (2017) | 1974 |
| صاحب الطريقة≠ | Karl Terzaghi | Michael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey) | Artur S. Veletsos |
| النوع≠ | Diffusion equation for pore pressure dissipation and soil settlement | Numerical groundwater flow simulation | Dynamic analysis of coupled soil-foundation-structure systems |
| المصدر التأسيسي≠ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 | Harbaugh, A. W. (2005). MODFLOW-2005, the U.S. Geological Survey modular ground-water model — the Ground-Water Flow Process. U.S. Geological Survey Techniques and Methods 6-A16. link ↗ | Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. DOI ↗ |
| الأسماء البديلة≠ | Primary consolidation, Soil settlement, Effective stress | MODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater model | SSI analysis, Foundation compliance, Dynamic foundation analysis |
| ذات صلة≠ | 3 | 0 | 4 |
| الملخص≠ | 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. | MODFLOW is the U.S. Geological Survey's open-source, modular finite-difference model for simulating three-dimensional groundwater flow through porous media. First released in 1984 and continuously updated — most recently as MODFLOW-6 — it is the global standard for quantitative hydrogeological analysis, widely used in civil engineering, environmental consulting, water-resource management, and groundwater contamination studies. | Soil-structure interaction (SSI) analysis accounts for the dynamic coupling between a structure and its supporting foundation soil, recognizing that the soil is not infinitely rigid. Formalized by Veletsos in 1974, this approach reveals how foundation compliance, radiation damping, and kinematic effects modify the structure's seismic response compared to fixed-base assumptions. |
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