Interface characteristics of geogrid and gravelly soil by pullout tests
In the field of roadbed engineering, the reinforced gravelly soil filling materials subjected to long-term upper loads are prone to phenomena such as intrusion of fine particles, leading to the deterioration of the mechanical properties at the reinforcement-soil interface. The pullout tests on the g...
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| Format: | Artigo |
| Sprache: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2025-08-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20240372 |
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