To match the parameters in Group I with their corresponding dimensions in Group II, we start by identifying the dimensions of each parameter:
- Shear Modulus (P): Shear modulus is defined as the ratio of shear stress to shear strain. Shear stress has dimensions of force per unit area, which is \(ML^{-1}T^{-2}\), while strain is dimensionless. Thus, shear modulus has dimensions \(ML^{-1}T^{-2}\).
- Hydraulic Conductivity (Q): This parameter measures the ease with which a fluid can move through pore spaces or fractures in a permeable medium. The dimension is typically represented as velocity, or \(LT^{-1}\), corresponding to \(M^0L^1T^{-1}\) since it relates to the volume of water that crosses a unit area per unit time.
- Volumetric Strain (R): Volumetric strain is a measure of deformation representing the relative volume change of a material. Since it is a ratio of change in volume to original volume, it is dimensionless, or \(M^0L^0T^0\).
- Dry Density (S): Dry density is the mass of solids per unit volume of soil. Hence, the dimensions are \(ML^{-3}\).
Given the dimensions in Group II:
- \(M^\circ L^\circ T^\circ\) corresponds to volumetric strain, which is dimensionless.
- \(M^1L^{-3}T^\circ\) matches dry density, \(ML^{-3}\).
- \(M^0 L^1 T^{-1}\) fits hydraulic conductivity, similar to velocity.
- \(M^1 L^{-1} T^{-2}\) is for shear modulus as calculated for stress.
Therefore, the correct matching will be:
- P-4: Shear Modulus - \(M^1 L^{-1} T^{-2}\)
- Q-3: Hydraulic Conductivity - \(M^0 L^1 T^{-1}\)
- R-1: Volumetric Strain - \(M^\circ L^\circ T^\circ\)
- S-2: Dry Density - \(M^1L^{-3}T^\circ\)
Hence, the correct option is: P-4, Q-3, R-1, S-2.