Session Start Date

6-1-1988

Abstract

Performance study of a machine foundation for 11,000 cpm, high speed, synthesis gas compressor has been carried out to verify the maximum amplitudes of vibrations determined from the dynamic analysis. The frame type concrete foundation rests on a group of concrete piles. The concrete piles are of 0.45 m dia, 17 m long, driven cast-in-situ. The paper reports the difference in the observed and computed amplitudes which may be due to the interaction of the neighbouring foundation on which the another compressor is running simultaneously.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

Second Conference

Publisher

University of Missouri--Rolla

Publication Date

6-1-1988

Document Version

Final Version

Rights

© 1988 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Jun 1st, 12:00 AM

Dynamic Cross Interaction Effect Piles

Performance study of a machine foundation for 11,000 cpm, high speed, synthesis gas compressor has been carried out to verify the maximum amplitudes of vibrations determined from the dynamic analysis. The frame type concrete foundation rests on a group of concrete piles. The concrete piles are of 0.45 m dia, 17 m long, driven cast-in-situ. The paper reports the difference in the observed and computed amplitudes which may be due to the interaction of the neighbouring foundation on which the another compressor is running simultaneously.