Location
St. Louis, Missouri
Presentation Date
13 Mar 1991, 1:30 pm - 3:30 pm
Abstract
This paper presents a numerically efficient procedure for evaluating seismic responses of an axially loaded pile group. This procedure was used to clarify the impact on pile-group responses of employing different levels of soil-pile compatibility conditions. This study clearly demonstrated that the limitations and shortcomings of adapting relaxed soil-pile compatibility conditions are not negligible for pile groups with relatively small spacing ratios and with soil stiffnesses constant or decreasing with depth.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 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
Kagawa, Takaaki, "Seismic Response of Axially Loaded Pile Group" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 37.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session05/37
Included in
Seismic Response of Axially Loaded Pile Group
St. Louis, Missouri
This paper presents a numerically efficient procedure for evaluating seismic responses of an axially loaded pile group. This procedure was used to clarify the impact on pile-group responses of employing different levels of soil-pile compatibility conditions. This study clearly demonstrated that the limitations and shortcomings of adapting relaxed soil-pile compatibility conditions are not negligible for pile groups with relatively small spacing ratios and with soil stiffnesses constant or decreasing with depth.
