Session Start Date

6-1-1988

Abstract

Vertical and horizontal vibration tests were conducted on a 45 cm. diameter concrete driven pile. The pile length was 17 m. The response of the pile was computed following the commonly used approach of Novak (1974, 1977) and Novak and El-Sharnouby (1983). A comparison was made of the predicted and observed response, the results of which are discussed in the paper.

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

Observed Natural Frequency Pile

Vertical and horizontal vibration tests were conducted on a 45 cm. diameter concrete driven pile. The pile length was 17 m. The response of the pile was computed following the commonly used approach of Novak (1974, 1977) and Novak and El-Sharnouby (1983). A comparison was made of the predicted and observed response, the results of which are discussed in the paper.