Influence of clay content on static shear strength of sand-clay mixture
Release Time:2025-10-28 Hits:
Date of Publication: 2025-10-24
Journal: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume: 200
ISSN: 0267-7261
Key Words: COMPRESSIONAL BEHAVIOR; FINES; GRANULAR VOID RATIO; LIQUEFACTION RESISTANCE; LOOSE SAND; PREDICTION; SOILS; STRESS; UNDRAINED BEHAVIOR