Location
St. Louis, Missouri
Presentation Date
29 Apr 1981, 9:00 am - 12:30 pm
Abstract
Different types of model pavements were subjected to forced vertical vibration with a view to studying the attenuation properties of Rayleigh Waves. The effect of the road base materials is studied along with the effect of the change in the thickness of the wearing course. The effect of different corner angles at the edge of the road is also investigated. The characteristics of geometric and material damping are discussed in relation to transmission and attenuation of vibration.
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
Lall, Bhagirath; Puri, Rajendra; and Juneja, J. K., "Pavement Soil Interaction Under Dynamic Loads" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 6.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session04/6
Included in
Pavement Soil Interaction Under Dynamic Loads
St. Louis, Missouri
Different types of model pavements were subjected to forced vertical vibration with a view to studying the attenuation properties of Rayleigh Waves. The effect of the road base materials is studied along with the effect of the change in the thickness of the wearing course. The effect of different corner angles at the edge of the road is also investigated. The characteristics of geometric and material damping are discussed in relation to transmission and attenuation of vibration.
