Design solutions for Lithuanian gravel road pavements

    Donatas Čygas Info
    Daiva Žilionienė Info

Abstract

This article deals with the design problems of gravel road pavements. Mathematical models related to geological and hydrological conditions of a location, thickness of gravel pavement and characteristics of the gravel contained in this pavement are proposed to be used for pavements. For the selection of gravel pavements for reconstruction we recommend the models developed by the method of experimental planning to calculate the equivalent deformation modulus of the gravel pavements change depending on the deformation modulus of the subgrade, thickness of the gravel pavement and the materials used for its layers. Practical applications of these models will eliminate the mistakes that are still found in road pavement design.

Frist Published Online: 30 Jul 2012

Keywords:

gravel pavement, equivalent deformation modulus, deformation modulus, subgrade

How to Cite

Design solutions for Lithuanian gravel road pavements. (2002). Journal of Civil Engineering and Management, 8(2), 138-142. https://doi.org/10.3846/13923730.2002.10531266

Share

Published in Issue
June 30, 2002
Abstract Views
578

View article in other formats

CrossMark check

CrossMark logo

Published

2002-06-30

Issue

Section

Articles

How to Cite

Design solutions for Lithuanian gravel road pavements. (2002). Journal of Civil Engineering and Management, 8(2), 138-142. https://doi.org/10.3846/13923730.2002.10531266

Share