Constant head permeability tests were performed on two soil specimens, S1 and S2. The ratio of height of the two specimens (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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Constant head permeability tests were performed on two soil specimens, S1 and S2. The
ratio of height of the two specimens (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:h52) 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 (K51: K52) is
Transcribed Image Text:Constant head permeability tests were performed on two soil specimens, S1 and S2. The ratio of height of the two specimens (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:h52) 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 (K51: K52) is
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