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...
I tiakina i:
| Kaituhi matua: | |
|---|---|
| Hōputu: | Artigo |
| Reo: | Inglês |
| I whakaputaina: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2025-08-01
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| Rangatū: | Yantu gongcheng xuebao |
| Ngā marau: | |
| Urunga tuihono: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20240372 |
| Ngā Tūtohu: |
Kāore He Tūtohu, Me noho koe te mea tuatahi ki te tūtohu i tēnei pūkete!
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