Scale effects of uplift capacity of circular anchors in dense sand
The scale effects of uplift capacity of circular anchors in dense sand are studied by means of the model tests and finite element method. The pullout tests on the circular anchors with the diameters of 20, 50 and 400 mm as well as the embedment ratios of 2~6 are carried out, where the curves of upli...
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-01-01
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| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201901008 |
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