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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