Date

03 Jun 1988, 10:00 am - 5:30 pm

Abstract

Pile driving changes the soil properties for use in analysis of piles under lateral static and dynamic loads. In this study, the analytical predictions of pile group use soil and pile data obtained from tests on a single pile. The group predictions are compared with field and laboratory test results for both static and dynamic lateral response. A reasonably good agreement is found between the computed and measured dynamic response.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

2nd Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

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

Prediction and Performance of Piles under Static and Dynamic Loads

Pile driving changes the soil properties for use in analysis of piles under lateral static and dynamic loads. In this study, the analytical predictions of pile group use soil and pile data obtained from tests on a single pile. The group predictions are compared with field and laboratory test results for both static and dynamic lateral response. A reasonably good agreement is found between the computed and measured dynamic response.