From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight of 18.65 KN/m³. Hydraulic conductivity of sand K= 0.12 cm/sec. If the cross sectional area of tank = 0.46 m², determine the total stress at point C in KPa. h=0.45m H₁-0.60 m H-0.90 m Direction of flow H₂O Sand of valve open

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.12P
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From the figure shown, H₁ = 0.60, H₂ = 0.90
m. and h = 0.45 m. The sand has a saturated
unit weight of 18.65 KN/m³. Hydraulic
conductivity of sand K= 0.12 cm/sec. If the
cross sectional area of tank = 0.46 m²,
determine the total stress at point C in KPa.
h=0.45m
H₁-0.60 m
H-0.90 m
Direction
of flow
H₂O
-1865.
of valve
open
Transcribed Image Text:From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight of 18.65 KN/m³. Hydraulic conductivity of sand K= 0.12 cm/sec. If the cross sectional area of tank = 0.46 m², determine the total stress at point C in KPa. h=0.45m H₁-0.60 m H-0.90 m Direction of flow H₂O -1865. of valve open
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