Instead of recalling the relation directly, we can derive it by analyzing a small cubic element subjected to equal normal stress \(p\) on all three mutually perpendicular faces (a state of hydrostatic stress, which is exactly the condition used to define the bulk modulus \(K\)). Using this derivation we can check which of the four options is dimensionally and physically consistent.
Under a hydrostatic stress \(p\) acting simultaneously along the x, y and z directions, the strain along any one direction (say x) is obtained by superposing the direct strain due to the stress in that direction and the Poisson contraction due to the stresses in the other two directions:
\[ \varepsilon_x = \frac{p}{E} - \mu\frac{p}{E} - \mu\frac{p}{E} = \frac{p}{E}(1-2\mu) \]By symmetry, \(\varepsilon_y = \varepsilon_z = \varepsilon_x\), so the volumetric strain is
\[ \frac{\Delta V}{V} = \varepsilon_x + \varepsilon_y + \varepsilon_z = \frac{3p}{E}(1-2\mu) \]By the definition of the bulk modulus, \( \dfrac{\Delta V}{V} = \dfrac{p}{K} \). Equating the two expressions for the volumetric strain gives
\[ \frac{p}{K} = \frac{3p}{E}(1-2\mu) \quad\Rightarrow\quad E = 3K(1-2\mu) \]With this derived relation in hand, let us check each option:
Only the relation with a coefficient of 3 outside and \((1-2\mu)\) inside the bracket satisfies the equilibrium of a hydrostatically stressed cube.
Therefore, the correct answer is E = 3K(1-2μ).