Location
St. Louis, Missouri
Presentation Date
29 Apr 1981, 9:00 am - 12:30 pm
Abstract
The dynamic response of concrete pavement to a moving line load has been studied by idealizing the subgrade with different viscoelastic models. Complex Fourier Transformation has been used to solve the soil-structure interaction problem. The results are presented in non-dimensional form. The appropriate choice of models and the corresponding material constant values for different types of bases and/or subgrade generally used under concrete pavement have been discussed.
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
Bandyopadhyay, S. S., "Dynamic Response of Concrete Pavement" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 5.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session04/5
Included in
Dynamic Response of Concrete Pavement
St. Louis, Missouri
The dynamic response of concrete pavement to a moving line load has been studied by idealizing the subgrade with different viscoelastic models. Complex Fourier Transformation has been used to solve the soil-structure interaction problem. The results are presented in non-dimensional form. The appropriate choice of models and the corresponding material constant values for different types of bases and/or subgrade generally used under concrete pavement have been discussed.
