Application of a novel linear-viscous approach to predict permanent deformation in simulative inverted pavements

Ahmed, Imtiaz and Thom, Nick and Zaidi, Syed Bilal Ahmed and Carvajal-Munoz, Juan S. and Rahman, Taqia and Dawson, Andrew (2021) Application of a novel linear-viscous approach to predict permanent deformation in simulative inverted pavements. CONSTRUCTION AND BUILDING MATERIALS, 267. ISSN 0950-0618

Full text not available from this repository. (Request a copy)

Abstract

This manuscript is a part of a novel investigative approach focusing on the design of inverted pavements in the United Kingdom. This paper reports the permanent deformation response of simulative (laboratory-scale) inverted pavements with various thickness combinations through the use of two laboratory devices. A new analytical methodology is implemented to predict rutting based on the linear-viscous approach, which replaces the material's elastic modulus with viscosities in a multi-layer linear analysis that calculates strain rates in pavement layers by using KENLAYER, to ultimately estimate rutting. The application of the newly developed methodology results in predicting pavement rutting within a range of +/- 22% of the measured values and represents a step forward in predicting rutting in actual/real inverted pavements. (C) 2020 Elsevier Ltd. All rights reserved.

Item Type: Article
Uncontrolled Keywords: Inverted pavements; Permanent deformation; Rutting; Linear-viscous approach; Prediction; Simulation
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Civil Engineering & The Enviromental Department
Depositing User: Sri JUNANDI
Date Deposited: 18 Oct 2024 08:14
Last Modified: 18 Oct 2024 08:14
URI: https://ir.lib.ugm.ac.id/id/eprint/9236

Actions (login required)

View Item
View Item