Numerical simulation of size effect on shear strength and deformation behavior of rockfill materials
The scale effect of rockfill materials is crucial to predicting the strength and deformation of earth-rockfill dams. Due to their large particle size and the experimental restrictions, large triaxial tests on full scale samples are seldom conducted. The size effect coefficient for single particle ra...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2018-10-01
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| Serier: | Yantu gongcheng xuebao |
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| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201810002 |
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