DISCUSSIONS AND CLOSURES
Nov 1, 1987

Closure to “Dynamic Response of Arbitrarily Shaped Foundations: Experimental Verification” by Ricardo Dobry, George Gazetas and Kenneth H. Stokoe, II (February, 1986, Vol. 112, No. 2)

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Publication: Journal of Geotechnical Engineering
Volume 113, Issue 11
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References

1.
Dobry, R., and Gazetas, G. (1985). “Dynamic stiffness and damping of foundations using simple methods.” Analysis and Measurement of Machine Foundation Vibrations, ASCE, Detroit, Mich., 75–107.
2.
Lysmer, J., and Richart, F. E., Jr. (1966). “Dynamic response of footing to vertical loading.” J. Soil Mech. and Found. Div., ASCE, 92(1), Jan., 65–91.
3.
Whitman, R. V., and Richart, F. E., Jr. (1967). “Design procedures for dynamically loaded footings.” J. Soil Mech. and Found. Div., ASCE, 93(6), June, 169–193.
4.
Novak, M., and Beredugo, Y. O. (1971). “The effect of embedment on footing vibrations.” Proc. First Canadian Conference on Earthquake Engrg. Res., Vancouver, B.C., Canada, May.
5.
Roesset, J. M. (1980). “The use of simple models in soil structure interaction.” Civ. Engrg. and Nuclear Power, ASCE, II, 10‐3, 125.
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Veletsos, A. S., and Wei, Y. T. (1971). “Lateral and rocking vibration of footings.” J. Soil Mech. Found. Div., ASCE, 97(9), 1227–1249.
7.
Veletsos, A. J., Verbic, B. (1974). “Basic response functions for elastic foundations.” J. Engrg. Mech. Div., 100(2), Feb., 189–201.
8.
Gazetas, G., Dobry, R., and Tassoulas, J. L. (1985). “Vertical response of arbitrarily shaped embedded foundations.” J. of Geotech. Engrg., ASCE, 111(6), June, 750–776.
9.
Lambe, T. W., and Whitman, R. V. (1969). Soil Mech., John Wiley and Sons, Inc., New York, N.Y.
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Schmertmann, J. H. (1970). “Static cone to compute staic settlement over sand.” J. Soil Mech. and Found. Div., ASCE, 96(3), May, 1011–1043.
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Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). “SHAKE—A computer program for earthquake response analysis of horizontally layered sites.” Report No. EERC 72‐12, Earthquare Engrg. Res. Center, Univ. of California, Berkeley, Calif.
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Encyclopedia Britannia. (1980). 15th Edit., 13, 505.
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Richart, F. E., Jr., and Whitman, E. V. (1967). “Comparison of footing vibration tests with theory.” J. Soil Mech. and Found. Div., ASCE, 93(6), Nov., 143–168.
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Fry, Z. B. (1963). “Development and evaluation of soil bearing capacity foundations of structures: Field vibratory tests data.” Tech. Report No. 3‐632, (1), Waterways Experiment Station, Vicksburg, MS.
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Seed, H. B., and Idriss, I. M. (1970). “Soil moduli and damping factors for dynamic response analyses.” Report No. EERC 70‐10, Earthquake Engrg. Res. Center, Univ. of California, Berkeley, Calif., Dec.
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Gazetas, G., and Dobry, R. (1984). “Simple radiation damping mdoel for piles and footings.” J. of Engrg. Mech., ASCE, 110(6), June, 937–956.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 113Issue 11November 1987
Pages: 1412 - 1416

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Published online: Nov 1, 1987
Published in print: Nov 1987

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Ricardo Dobry
Prof. of Civ. Engrg., Rensselaer Polytech. Inst., Troy, N.Y.
George Gazetas
Prof. of Civ. Engrg., Nat. Tech. Univ., Athens, Greece; and Prof. of Civ. Engrg., Rensselaer Polytech. Inst., Troy, N.Y.
Kenneth H. Stokoe, II, Members, ASCE
Prof. of Civ. Engrg., Univ. of Texas, Austin, Tex.

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