A 0.7m long soil specimen is subject to a steady-state flow, as shown in Figure Q4. The saturated unit weight of the soil is 20 kN/m. Determine the following: Water 0.3 m 0.8 m A

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 0.7m long soil specimen is subject to a steady-state flow, as shown
in Figure Q4. The saturated unit weight of the soil is 20 kN/m?.
Determine the following:
Water
0.3 m
0.8 m
0.3 m
Datum
0.4 m
Y
Figure Q4
AR ang t
d) Total stress (kPa) at point A, B and C.
e) Porewater pressure (kPa) at point A, B and C.
f) Effective stress (kPa) at point A, B and C.
g) Seepage force per unit volume of soil.
Transcribed Image Text:A 0.7m long soil specimen is subject to a steady-state flow, as shown in Figure Q4. The saturated unit weight of the soil is 20 kN/m?. Determine the following: Water 0.3 m 0.8 m 0.3 m Datum 0.4 m Y Figure Q4 AR ang t d) Total stress (kPa) at point A, B and C. e) Porewater pressure (kPa) at point A, B and C. f) Effective stress (kPa) at point A, B and C. g) Seepage force per unit volume of soil.
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