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General Formulation for Surface and Embedded Foundations (Gazetas,1991). Foundation of Arbitrary Shape: Main Parameters (Dobry and Gazetas, 1986). Vertical Surface Static Spring for Arbitrarily-Shaped Foundation (Dobry and Gazetas, 1986).
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General Formulation for Surface and Embedded Foundations (Gazetas,1991)
Foundation of Arbitrary Shape: Main Parameters (Dobry and Gazetas, 1986)
Vertical Surface Static Spring for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)
Vertical Surface Dynamic Spring for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)
Vertical and Horizontal Radiation Dashpots at High Frequencies (Dobry and Gazetas, 1986)
Horizontal Surface Radiation Dashpot for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)
Torsional Surface Radiation Dashpot for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)
Embedded Foundation of Arbitrary Shape: Horizontal Stiffness(Gazetas and Tassoulas, 1987a)
Embedded Foundations of Arbitrary Shape: Horizontal Static Stiffness(Gazetas and Tassoulas, 1987a)
Embedded Foundations of Arbitrary Shape: Horizontal Radiation Dashpot(Gazetas and Tassoulas, 1987b)
Embedded Foundations of Arbitrary Shape: Numerical Example(Gazetas, 1991)
Embedded Foundations of Arbitrary Shape: Summary Table (Gazetas, 1991)
Contribution of Soil Internal Damping Ratio β to Total Dashpot (Gazetas, 1991)
Some Conclusions • Simplified Methods play a special role in Soil Dynamics. This role is different from, and cannot be replaced by, sophisticated computer simulations • Understanding by engineer of basic Dynamics and Wave Propagation concepts increases usefulness of Simplified Methods • Simplified Methods are available to calculate equivalent soil springs and dashpots under shallow embedded foundation of arbitrary shape