Mechanical behaviour for granular soils using the Principle of Natural Proportionality, undrained case
Mechanical behaviour for granular soils using the Principle of Natural Proportionality, undrained case
Felipe de Jesus Jeronimo-Rodriguez; Rigoberto Rivera-Constantino; Eulalio Juarez Badillo
16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Laboratory Testing (I): Fundamental Properties
Soil Mechanics
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