Research Article
Aug 1977
Design of Machine Foundations on Piles
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VIEW THE REPLYAuthors: Jogeshwar P. Singh, AM.ASCE, Adrianus C. Jobsis, and Neville C. Donovan, F.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 8
Abstract
A practical method for the analysis of pile-supported foundations subjected to dynamic loadings is described. The method uses a single-degree-of-freedom mass-spring-dashpot model of a form similar to that used for shallow foundations to analyze the response of the actual system. The method of analysis uses the concept of an equivalent cantilever, which is a technique to simplify the soil-structure interaction problem, and allow the computation of equivalent spring constants in all modes of vibration. The method is demonstrated with an actual case history where computed and observed motions are compared.
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 8 • August 1977
Pages: 863 - 877
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Aug 1977
Published online: Feb 11, 2021
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Jogeshwar P. Singh, AM.ASCE
Sr. Engr., Dames and Moore, San Francisco, Calif
Adrianus C. Jobsis
Sr. Project Engr.; Texaco, Inc., Houston, Tex
Neville C. Donovan, F.ASCE
Principal Engineer and Part.; Dames and Moore, San Francisco, Calif
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