Location
St. Louis, Missouri
Presentation Date
29 Apr 1981, 1:30 pm - 5:00 pm
Abstract
To rationalize the aseismic design of pile foundations it is essential to make clear the load conditions applied to piles. This paper describes 1) the results of earthquake motion measurement carried out in and around a pile-supported building, 2) the simulation using soil-pile structure lumped mass interaction model and 3) case study of typical combination models of structure and soil. Fundamentally both the seismic loads of super-structure and the forced deformation by surrounding soil should be applied to piles as external loads. In the coupling and evaluation of these loads the dynamic interaction among soil, pile and structure plays a very important role.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 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
Kawamura, Soichi and Ikeda, Akio, "Design Concept of Pile Foundation to Lateral Load Considering Soil-Pile-Structure Interaction" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 5.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session04b/5
Included in
Design Concept of Pile Foundation to Lateral Load Considering Soil-Pile-Structure Interaction
St. Louis, Missouri
To rationalize the aseismic design of pile foundations it is essential to make clear the load conditions applied to piles. This paper describes 1) the results of earthquake motion measurement carried out in and around a pile-supported building, 2) the simulation using soil-pile structure lumped mass interaction model and 3) case study of typical combination models of structure and soil. Fundamentally both the seismic loads of super-structure and the forced deformation by surrounding soil should be applied to piles as external loads. In the coupling and evaluation of these loads the dynamic interaction among soil, pile and structure plays a very important role.
