Compara mètodes
Revisa els mètodes seleccionats l'un al costat de l'altre; les files que difereixen es ressalten.
| MODFLOW Groundwater Modeling× | Estabilitat de talussos (Bishop-Janbu)× | Interacció sòl-estructura× | |
|---|---|---|---|
| Camp | Enginyeria civil | Enginyeria civil | Enginyeria civil |
| Família | Process / pipeline | Process / pipeline | Process / pipeline |
| Any d'origen≠ | 1984 (original release); continuously updated through MODFLOW-6 (2017) | 1955 | 1974 |
| Autor original≠ | Michael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey) | Alan Bishop and Nilmar Janbu | Artur S. Veletsos |
| Tipus≠ | Numerical groundwater flow simulation | Limit equilibrium method for slope failure analysis | Dynamic analysis of coupled soil-foundation-structure systems |
| Font seminal≠ | 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 ↗ | Bishop, A. W. (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique, 5(1), 7-17. DOI ↗ | Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. DOI ↗ |
| Àlies≠ | MODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater model | Circular slip surface, Limit equilibrium, Factor of safety | SSI analysis, Foundation compliance, Dynamic foundation analysis |
| Relacionats≠ | 0 | 3 | 4 |
| Resum≠ | 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. | 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. | 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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