Relationship between Apparent Angle of Friction—with Effective Stresses as Parameters—in Drained and in Consolidated-Undrained Triaxial Tests on Saturated Clay. Normally-Consolidated Clay
Relationship between Apparent Angle of Friction—with Effective Stresses as Parameters—in Drained and in Consolidated-Undrained Triaxial Tests on Saturated Clay. Normally-Consolidated Clay
S. Odenstad
5th International Conference on Soil Mechanics and Foundation Engineering (Paris)
Soil Properties and their Measurement
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