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What is CPTU Q–F vs Q–Du2 Soil Classification about?

This paper develops new normalized cone penetration test (CPT) classification charts using the normalized cone tip resistance (Q) and friction ratio (F). The charts are developed using semi-analytical relationships between Q, F, and soil properties like undrained shear strength and rigidity index derived from cavity expansion analysis. The new Q-F charts complement existing Q-Du2/σ

Author

tekla gom-lua group

Language

EN