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.
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
Prakash, Shamsher; Sreerama, Karunakar; and Prakash, Sally, "Prediction and Performance of Piles under Static and Dynamic Loads" (1988). International Conference on Case Histories in Geotechnical Engineering. 56.
https://scholarsmine.mst.edu/icchge/2icchge/2icchge-session6/56
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.
