Evaluation model for soil liquefaction based on soil classification charts and its indices from cone penetration tests
The static cone penetration test (CPT) is an internationally used technique for potential evaluation of soil liquefaction in the world. The common method of CPT is based on the equivalent pure sand and only applicable to sand and low plastic fine-grained soil. The absolute majority of the current CP...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2026-02-01
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| Serier: | Yantu gongcheng xuebao |
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| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20240293 |
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