Evaluation of design parameters for geosynthetic reinforced-soil integrated bridge system based on finite element analysis
This study evaluates the performance of a geosynthetic reinforced soil integrated bridge system (GRS-IBS) in terms of total displacement by varying different design parameters simultaneously and also suggests optimum values of them. These parameters include, i. backfill internal friction angle (∅b)...
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| Автори: | , , , , , |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Frontiers Media S.A.
2024-09-01
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| Серія: | Frontiers in Materials |
| Предмети: | |
| Онлайн доступ: | https://www.frontiersin.org/articles/10.3389/fmats.2024.1454201/full |
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