Intergranular Void Ratio - Steady State Strength Relations for Silty Sands
by S. Thevanayagam,S. Mohan,
Document Type: Proceeding Paper
Part of: Geotechnical Earthquake Engineering and Soil Dynamics III
Subject Headings: Soil strength | Granular soils | Silt | Void ratio | Steady states | Soil classification | Shear tests | Soil liquefaction
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