Location
San Diego, California
Presentation Date
30 Mar 2001, 10:30 am - 12:30 pm
Abstract
Local soil conditions play an important part in development of ground vibrations from machine foundations. A soil profile predominantly effects the natural frequencies of foundation vibrations. This paper presents a method for obtaining a pre-construction estimation of the natural frequency of damped vertical vibrations of foundations which will be built at a specific site for machines with dynamic loads. The method pertains principally to the relationship between foundation frequencies and the natural frequencies of the soil profiles at construction sites.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2001 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Svinkin, Mark R., "Natural Frequency of Vertical Foundation Vibrations Evaluated from In-Situ Impact Test" (2001). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 19.
https://scholarsmine.mst.edu/icrageesd/04icrageesd/session02/19
Included in
Natural Frequency of Vertical Foundation Vibrations Evaluated from In-Situ Impact Test
San Diego, California
Local soil conditions play an important part in development of ground vibrations from machine foundations. A soil profile predominantly effects the natural frequencies of foundation vibrations. This paper presents a method for obtaining a pre-construction estimation of the natural frequency of damped vertical vibrations of foundations which will be built at a specific site for machines with dynamic loads. The method pertains principally to the relationship between foundation frequencies and the natural frequencies of the soil profiles at construction sites.
