The effect of confining stress on the liquefaction resistance of two uniformly graded gravels with rounded and angular particles
The effect of confining stress on the liquefaction resistance of two uniformly graded gravels with rounded and angular particles
Satuk Bugrahan Sari; Adda Athanasopoulos-Zekkos
21st International Conference on Soil Mechanics and Geotechnical Engineering (Vienna)
TC203
https://doi.org/10.53243/ICSMGE2026-746
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