Coupled shear strain-damage state model for prediction of shear modulus of coral sand
Four series of cyclic triaxial tests with different loading forms are conducted on saturated coral sand from Nansha Islands. The relationships between shear modulus ratio G1st/G0 of the first loading cycle and shear strain amplitude under different relative densities Dr and effective confining pr...
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-10-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201910010 |
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