Laboratory testing and model calibration of a crushed stone backfill in a geosynthetic reinforced soil wall
The objective of this study was to understand the effect of the choice of backfill constitutive models on the numerical simulation of a geosynthetic reinforced soil-integrated bridge system (GRS-IBS). The #89 material, a crushed angular granite stone, characterized by maximum particle sizes of 9 mm,...
محفوظ في:
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
EDP Sciences
2024-01-01
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| سلاسل: | E3S Web of Conferences |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/74/e3sconf_is-porto2024_07008.pdf |
| الوسوم: |
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