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General Formulation for Surface and Embedded Foundations (Gazetas,1991)

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)

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  1. General Formulation for Surface and Embedded Foundations (Gazetas,1991)

  2. Foundation of Arbitrary Shape: Main Parameters (Dobry and Gazetas, 1986)

  3. Vertical Surface Static Spring for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)

  4. Vertical Surface Dynamic Spring for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)

  5. Vertical and Horizontal Radiation Dashpots at High Frequencies (Dobry and Gazetas, 1986)

  6. Horizontal Surface Radiation Dashpot for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)

  7. Torsional Surface Radiation Dashpot for Arbitrarily-Shaped Foundation(Dobry and Gazetas, 1986)

  8. Embedded Foundation of Arbitrary Shape: Horizontal Stiffness(Gazetas and Tassoulas, 1987a)

  9. Embedded Foundations of Arbitrary Shape: Horizontal Static Stiffness(Gazetas and Tassoulas, 1987a)

  10. Embedded Foundations of Arbitrary Shape: Horizontal Radiation Dashpot(Gazetas and Tassoulas, 1987b)

  11. Embedded Foundations of Arbitrary Shape: Numerical Example(Gazetas, 1991)

  12. Embedded Foundations of Arbitrary Shape: Summary Table (Gazetas, 1991)

  13. Contribution of Soil Internal Damping Ratio β to Total Dashpot (Gazetas, 1991)

  14. 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

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