Q- 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 (ks1l: kS2) is.......

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.7P
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Q- 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 (ksl: kS2) is.......
Transcribed Image Text:Q- 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 (ksl: kS2) is.......
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