Q-3: The constant-head permeability test arrangement in a two-layered soil has been arranged as shown in Figure. During the test, it was seen that when a constant head of h₁= 200 mm was maintained, the magnitude of h2 was 80 mm. If ki is 0.004 cm/sec, determine the value of k2. (given that H₁-100 mm and H₂= 150 nm). h₂ h₂ Soil 1 (k₁) ||1 Water supply ►||1 Soil 2 (k₂) TT h z H₁ ⒸCengage Learning 2014

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q-3: The constant-head permeability test arrangement in a two-layered soil has been arranged as shown in
Figure. During the test, it was seen that when a constant head of h₁= 200 mm was maintained, the magnitude
of h2 was 80 mm. If ki is 0.004 cm/sec, determine the value of k2. (given that H₁-100 mm and H₂= 150
mm).
h₂
h₂
Soil 1 (k₁)
Soil 2 (K₂)
Water supply
TT
h z H₁
ⒸCengage Learning 2014
Transcribed Image Text:Q-3: The constant-head permeability test arrangement in a two-layered soil has been arranged as shown in Figure. During the test, it was seen that when a constant head of h₁= 200 mm was maintained, the magnitude of h2 was 80 mm. If ki is 0.004 cm/sec, determine the value of k2. (given that H₁-100 mm and H₂= 150 mm). h₂ h₂ Soil 1 (k₁) Soil 2 (K₂) Water supply TT h z H₁ ⒸCengage Learning 2014
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