Structural Analysis of Two Flexible Pavements Subjected to Groundwater Table Rising Considering Unsaturated Behaviour of Subgrade Soil

In flexible pavements, the resilient modulus (RM) of the subgrade layer is crucial for ensuring the serviceability of these structures throughout their lifespan. This research presents a 3D numerical analysis of the two most commonly used flexible pavement structures in the Algerian road network, GB...

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Bibliographic Details
Main Author: Mohammed Bouatia
Format: Article
Language:English
Published: Semnan University 2025-11-01
Series:Journal of Rehabilitation in Civil Engineering
Subjects:
Online Access:https://civiljournal.semnan.ac.ir/article_9335_d41d8cd98f00b204e9800998ecf8427e.pdf
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