DISCUSSIONS AND CLOSURES
Nov 1, 1992
Closure to “Free Vibration of Embedded Foundations: Theory versus Experiment” by George Gazetas and Kenneth H. Stokoe II (September, 1991, Vol. 117, No. 9)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: George Gazetas and Kenneth H. Stokoe, IIAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 118, Issue 11
![First page of PDF](/cms/10.1061/(ASCE)0733-9410(1992)118:11(1864)/asset/bb08e8db-658f-44e9-95c2-370e84cbbd9d/assets/(asce)0733-9410(1992)118:11(1864).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Gazetas, G. (1991b). “Foundation vibrations.” Foundation engineering handbook, 2nd Ed., H. Y. Fang, ed., Van Nostrand Reinhold, New York, N.Y., 553–593.
2.
Jakub, M. and Roësset, J. M. (1977). “Nonlinear stiffness of foundations.” Res. Report R77‐35, Massachusetts Inst. of Technology, Cambridge, Mass.
3.
Kausel, E., and Roësset, J. M. (1975). “Dynamic stiffness of circular foundations.” J. Engrg. Mech. Div., ASCE, 101(12), 771–785.
4.
Kerr, A. D. (1989). “Tests and analyses of footings on sand base.” Soils and Found., 29(3), 83–94.
5.
Luco, J. E. (1974). “Impedance functions for a rigid foundation in layered soil.” Nucl. Engrg. and Design, 31, 204–218.
6.
Tsytovich, N. (1976). Soil mechanics. MIR Publishers, Moscow, Soviet Union.
7.
Whitman, R. V. (1976). “Soil‐platform interaction.” Proc., Conf. on Behavior of Offshore Struct., NGI, Oslo, Norway, 1, 817–824.
8.
Woods, R. D. (1978). “Measurement of dynamic soil properties.” Proc., Earthquake Engrg. and Soil Dynamics, ASCE, New York, N.Y., 1, 91–178.
Information & Authors
Information
Published In
Copyright
Copyright © 1992 ASCE.
History
Published online: Nov 1, 1992
Published in print: Nov 1992
Permissions
Request permissions for this article.
Authors
Affiliations
George Gazetas
Prof., Dept. Civ. Engrg., Nat. Tech. Univ., Athens 10682, Greece
Kenneth H. Stokoe, II
Prof., Dept. Civ. Engrg., Univ. of Texas, Austin, TX 78712
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.