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Machine Foundation Problem . What Would a Simplified Solution Look Like? . What Would a Simplified Solution Look Like? . Simplified Solution Vertical Loading ( Lysmer and Richart , 1966) . Comparison Between Lysmer’s Analog and Exact Solution ( Lysmer and Richart , 1966) .
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Simplified Solution Vertical Loading(Lysmer and Richart, 1966)
Comparison Between Lysmer’s Analog and Exact Solution (Lysmer and Richart, 1966)
Theoretical and Simplified Solutions to Machine Foundation Problem
Simplified Solution Horizontal Loading(Arnold, 1955; Bycroft, 1956; Hall, 1967)
Equivalent Simplified Systems for Design (Whitman and Richart, 1967)
Radiation of Energy by Waves Propagating from Foundation(Lambe and Whitman, 1979)
Perfect Viscous Dashpot Analog for 1D Shear Wave Propagation
Perfect Viscous Dashpot Analog for 1D Compression-Extension Wave Propagation
Waves and Radiation Damping in Vertical and Horizontal Vibrations
Simplified Radiation Dashpot for Embedded Circular Foundation(Gazetas, Dobry and Tassoulas, 1985)
Comparison with Dynamic Finite Element Results (Gazetas et al.,1985; Day, 1977)
Static Spring for Embedded Circular Foundation (Gazetas et al.,1985)
Effect of Soil-Wall Contact on Dynamic Response of Embedded Foundation (Novak, 1970)
Simplified Solutions for Noncircular Surface and Embedded Foundations(Gazetas and co-workers, 1985-91)