Horizontal bearing characteristics of double-inclined rock-socketed piles based on cohesion model
Based on the existing researches on the shear characteristics of the pile-rock interface, the conversion relationship between the interface geometric parameters and the material properties and the parameters of the cohesion model is established. The accuracy of the contact model is verified by compa...
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2024-08-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2024S10041 |
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