Bearing capacity at tip of rock-socketed pile in karst areas
The approach for calculating the ultimate bearing capacity at the tip of rock-socketed pile in karst areas is proposed considering the coupled bearing effects of rock of socketed part and cavity roof, as well as the influence of the shape of cavity. Firstly, based on the researches on the ultimate f...
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-06-01
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| Col·lecció: | Yantu gongcheng xuebao |
| Matèries: | |
| Accés en línia: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201706019 |
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