The effect of degree of saturation and cyclic stress ratio on the resilient response of railway formation material during principal stress rotation
The effect of degree of saturation and cyclic stress ratio on the resilient response of railway formation material during principal stress rotation
Anna Mamou; W. Powrie; Chris Clayton; Letisha Blackmore; Jeffrey Priest
20th International Conference on Soil Mechanics and Geotechnical Engineering (Sydney)
TC202
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