To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than
A
$$\frac{{\text{b}}}{3}$$
B
$$\frac{{\text{b}}}{4}$$
C
$$\frac{{\text{b}}}{5}$$
D
$$\frac{{\text{b}}}{6}$$
Correct Answer: $$\frac{{\text{b}}}{6}$$