Location

St. Louis, Missouri

Session Start Date

4-26-1981

Session End Date

5-3-1981

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

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

4-26-1981

Document Version

Final Version

Rights

© 1981 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

Share

COinS
 
Apr 26th, 12:00 AM May 3rd, 12:00 AM

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.