Constant head permeability tests were performed on two soil specimens, S1 and S2. The ratio of height of the two
(LS1:LS2) is 1.5, the ratio of the diameter of specimens
(DS1:DS2) is 0.5, and the ratio of the constant head
(hS1:hS2) applied on the specimens is 2.0. If the discharge from both the specimens is equal, the ratio of the permeability of the soil specimens
(kS1:kS2) is
- 3