Stability of composite foundation improved by rigid piles under embankment considering different failure modes of piles
The stability analysis methods for composite foundation improved by rigid piles under embankment are imperfect at present. The finite element method is used to analyze the damage process and failure mode of the piles under embankment. Due to the position of piles, there are significant differences b...
Kaydedildi:
| Yazar: | |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-10-01
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| Seri Bilgileri: | Yantu gongcheng xuebao |
| Konular: | |
| Online Erişim: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2017S2010 |
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