Framework to develop mechanistic-empirical pavement design towards sustainable road construction systems in data-scarce areas: Lebanon case study

Pavement performance modelling is a crucial element of pavement management systems, aiding in forecasting maintenance plans. This study focuses on a mechanistic-empirical process for pavement design in Lebanon and investigates the impact of overweight axles on pavement deterioration. Overloading axles significantly affects pavement performance, challenging sustainable development goals. Using KENLAYER software, critical strains were evaluated across pavement sections, assessing rutting and fatigue damage. New models, developed via MATLAB's regression learner app, establish connections between factors and critical pavement strains. These models streamline data processing, offer improved pavement life assessment, and decrease virgin material usage. Findings reveal that exceeding permissible axle loads by 10% reduces fatigue and rutting lives by 18% and 40%, respectively. Balanced pavement sections are also obtained for various overweight axle loads to achieve equilibrium between fatigue and rutting lives and prevent quick deterioration of the pavement.

Authors

Institutions

Publication Details

Journal
International Journal of Masonry Research and Innovation
Published
2025-01-01
DOI
https://doi.org/10.1504/ijmri.2025.146244
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Framework to develop mechanistic-empirical pavement design towards sustainable road construction systems in data-scarce areas: Lebanon case study

Jamal Khatib, Ali Hatoum, Adel A. ElKordi, Firas Barraj
International Journal of Masonry Research and Innovation
Asphalt Pavement Performance Evaluation
article

Framework to develop mechanistic-empirical pavement design towards sustainable road construction systems in data-scarce areas: Lebanon case study

Jamal Khatib, Ali Hatoum, Adel A. ElKordi, Firas Barraj
article en

Abstract

Pavement performance modelling is a crucial element of pavement management systems, aiding in forecasting maintenance plans. This study focuses on a mechanistic-empirical process for pavement design in Lebanon and investigates the impact of overweight axles on pavement deterioration. Overloading axles significantly affects pavement performance, challenging sustainable development goals. Using KENLAYER software, critical strains were evaluated across pavement sections, assessing rutting and fatigue damage. New models, developed via MATLAB's regression learner app, establish connections between factors and critical pavement strains. These models streamline data processing, offer improved pavement life assessment, and decrease virgin material usage. Findings reveal that exceeding permissible axle loads by 10% reduces fatigue and rutting lives by 18% and 40%, respectively. Balanced pavement sections are also obtained for various overweight axle loads to achieve equilibrium between fatigue and rutting lives and prevent quick deterioration of the pavement.

International Journal of Masonry Research and InnovationVol. 10(3/4/5)
University of Wolverhampton (GB), University of Balamand (LB), Beirut Arab University (LB)
Openalex Percentile: Top 89%
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.