Prediction method for time-dependent load-settlement relationship of a jacked pile
Considering the in-situ properties of the natural saturated clay strata, the pile installation effects are studied by the cavity expansion model. Based on Terzaghi’s one dimensional radial consolidation theory, the analytical solutions are derived for the time-dependent strength and shear modulus of...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2017-12-01
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| Serier: | Yantu gongcheng xuebao |
| Fag: | |
| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201712023 |
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