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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| Hovedforfatter: | |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Semnan University
2025-11-01
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| Serier: | Journal of Rehabilitation in Civil Engineering |
| Fag: | |
| Online adgang: | https://civiljournal.semnan.ac.ir/article_9335_d41d8cd98f00b204e9800998ecf8427e.pdf |
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