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Influence of clay content on static shear strength of sand-clay mixture

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Date of Publication:2025-10-24

Journal:SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Volume:200

ISSN No.:0267-7261

Key Words:COMPRESSIONAL BEHAVIOR; FINES; GRANULAR VOID RATIO; LIQUEFACTION RESISTANCE; LOOSE SAND; PREDICTION; SOILS; STRESS; UNDRAINED BEHAVIOR

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