Resonant column tests on maximum shear modulus and damping ratio of coral sand
The resonant column tests on the effects of relative density and confining pressure on the maximum modulus and damping ratio of coral sand in South China Sea under small strain are performed. The test results show that, for the samples with the same relative density, the maximum shear modulus of cor...
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| Format: | Artigo |
| Jezik: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2020-11-01
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| Serija: | Yantu gongcheng xuebao |
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| Online dostop: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2020S1012 |
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