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Konsolidacja Terzaghiego×Modelowanie wód podziemnych MODFLOW×Oddziaływanie gruntu z konstrukcją×
DziedzinaInżynieria lądowaInżynieria lądowaInżynieria lądowa
RodzinaProcess / pipelineProcess / pipelineProcess / pipeline
Rok powstania19431984 (original release); continuously updated through MODFLOW-6 (2017)1974
TwórcaKarl TerzaghiMichael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey)Artur S. Veletsos
TypDiffusion equation for pore pressure dissipation and soil settlementNumerical groundwater flow simulationDynamic analysis of coupled soil-foundation-structure systems
Źródło pierwotneTerzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1Harbaugh, 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 ↗
Inne nazwyPrimary consolidation, Soil settlement, Effective stressMODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater modelSSI analysis, Foundation compliance, Dynamic foundation analysis
Pokrewne304
PodsumowanieTerzaghi 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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ScholarGatePorównaj metody: Terzaghi Consolidation · MODFLOW Groundwater Modeling · Soil-Structure Interaction. Pobrano 2026-06-19 z https://scholargate.app/pl/compare