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A. Mohammed

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Open access Jul 2026

Predictive Pavement Management for Strategic Transport Corridors: AI-Based Early Detection and Mitigation of Potholes on the Sabha-Ash-Shuwayrif Highway, Libya

The Sabha–Ash-Shuwayrif Highway is one of Libya's most strategically important transportation corridors, providing the principal connection between the southern region, the capital Tripoli, and international border crossings. Continuous exposure to heavy freight traffic, extreme thermal fluctuations, and localized moisture intrusion has accelerated asphalt pavement deterioration, resulting in frequent pothole formation, increased maintenance costs, and compromised road safety. Conventional reactive maintenance practices are insufficient for preserving pavement performance because interventions are typically performed only after severe structural damage has occurred. This study proposes an Artificial Intelligence (AI)-based predictive pavement management framework that integrates computer vision, deep learning, and predictive analytics to enable proactive pavement monitoring and maintenance. The proposed framework combines high-resolution pavement imagery, 3D laser profiling, Ground Penetrating Radar (GPR), traffic loading records, Pavement Condition Index (PCI), and environmental data to establish a comprehensive multi-modal dataset. A Convolutional Neural Network (CNN) is employed to automatically detect and classify early-stage pavement distresses, including micro-cracks, alligator cracking, and incipient potholes, while Focal Loss is incorporated to improve the detection of minority distress classes. A Long Short-Term Memory (LSTM) network models the temporal evolution of pavement deterioration using historical PCI, equivalent single axle loads, temperature variations, and precipitation data to forecast future pavement conditions. The predicted deterioration is integrated into an AI-driven risk assessment and decision-support system that prioritizes maintenance activities, recommends appropriate rehabilitation treatments, and optimizes intervention timing according to predicted distress severity. Furthermore, a continuous feedback mechanism updates the predictive models using newly acquired field observations, enabling adaptive learning and long-term performance improvement. The proposed framework is expected to enhance early pothole detection accuracy, reduce lifecycle maintenance costs, improve traffic safety, extend pavement service life, and support data-driven infrastructure management for the Sabha and Ash-Shuwayrif Highway and other strategic transport corridors operating under similar environmental and traffic conditions.

Hana Farhat, Mohammed Hamad, Llahm Omar et al. · 1 citation
Open access Jul 2026

Multi-Scale modeling of the interface behavior between steel micro piles during wetting-drying cycles

The performance of steel micro-piles in expansive soils is the result of a complex soil-pile interaction that degrades significantly during cyclic wetting and drying. In many cases, traditional macroscopic models do not account for the principles of interface softening and gap formation, which result from microstructural changes in the soil matrix. This paper introduces a Multi-Scale model which puts together micro scale particle interactions and macro scale structural response. In this study, we used the Discrete Element Method (DEM) to look at micro-level clay particle behavior and their interaction with steel surfaces, using the Finite Element Method (FEM) for the large-scale pile and soil system. The model includes variation in matrix suction, which causes swelling and shrinkage. The tests showed that after five wetting and drying cycles, the interface shear strength went down as much as 45%, which resulted from the growth of permanent microcracks and particle rearrangement. Proposed is a multi-scale approach, which we present as a robust solution for the design of micro pile foundations in climate-sensitive regions, and it puts forth what single-scale analysis doesn’t. This multi-scale approach we put forth is for the development of sustainable infrastructure, which prevents us from overdesigning in climate-sensitive areas. Results present that value in adding microstructural information, which, in turn, we note that, by use of it, we can reduce steel resources by 15 to 20% and also report a large drop in the project’s carbon output, which also supports development of what are more resilient and green geotechnical solutions.

Saif Altameemi, A. Mohammed, Noor Abdulsattar Abduljabbar · 0 citations

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