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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7cad9433-a70f-432e-85d6-ff9d12806802%2F46b28613-805d-4ef1-a0b7-8f12dfe9cd6f%2Fj9ujgu_processed.jpeg&w=3840&q=75)
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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