In drained triaxial shear tests, the variations of volumetric strain with shear strain depend on the material's state (loose or dense sand, overconsolidated or normally consolidated clay).
- Curve P represents a material that exhibits dense behavior for sand and overconsolidated behavior for clay. Dense sand contracts (compression) under shear, and overconsolidated clay has a higher peak shear strength.
- Curve Q, on the other hand, represents a material with loose sand and normally consolidated clay. Loose sand tends to expand (dilatancy) under shear, and normally consolidated clay exhibits lower peak shear strength compared to overconsolidated clay.
Thus, Curve P corresponds to dense sand and overconsolidated clay, and Curve Q corresponds to loose sand and normally consolidated clay.
Final Answer: Curve P represents dense sand and overconsolidated clay, while Curve Q represents loose sand and normally consolidated clay.