Superimposed stress method to calculate settlement of embankment with rigid-pile composite foundation
An important cause for the practical settlement of some embankments with rigid-pile composite foundation larger than calculated settlement is the severe serious defects of the existing methods for settlement calculation. The superimposed stress method is proposed for calculating the settlement of a...
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2018-11-01
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| Saila: | Yantu gongcheng xuebao |
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| Sarrera elektronikoa: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201811005 |
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