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 | Void ratio | Steady states | Sandy soils | Soil classification | Shear tests | Soil liquefaction | Granular materials

Services: Buy this book/Buy this article


Return to search