Refined value of lateral resistance coefficient of pile foundation in soft soil areas
The m method is a common method to analyze the deformation and internal force of laterally loaded piles. In the absence of test piles, the ratio coefficient m value of lateral resistance coefficient in the m method can only be taken from a wide range recommended by the relevant code according to the...
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| Materialtyp: | Artigo |
| Språk: | Inglês |
| Utgiven: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2021-11-01
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| Serie: | Yantu gongcheng xuebao |
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| Länkar: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2021S2048 |
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