Vertaile menetelmiä
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| Terzaghi-konsolidaatio× | Luiskavakaus (Bishop-Janbu)× | Maaperä-rakenne-vuorovaikutus× | |
|---|---|---|---|
| Tieteenala | Rakennustekniikka | Rakennustekniikka | Rakennustekniikka |
| Menetelmäperhe | Process / pipeline | Process / pipeline | Process / pipeline |
| Syntyvuosi≠ | 1943 | 1955 | 1974 |
| Kehittäjä≠ | Karl Terzaghi | Alan Bishop and Nilmar Janbu | Artur S. Veletsos |
| Tyyppi≠ | Diffusion equation for pore pressure dissipation and soil settlement | Limit equilibrium method for slope failure analysis | Dynamic analysis of coupled soil-foundation-structure systems |
| Alkuperäislähde≠ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 | 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 ↗ |
| Rinnakkaisnimet | Primary consolidation, Soil settlement, Effective stress | Circular slip surface, Limit equilibrium, Factor of safety | SSI analysis, Foundation compliance, Dynamic foundation analysis |
| Liittyvät≠ | 3 | 3 | 4 |
| Tiivistelmä≠ | 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 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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