Due to a flood the ground water rises to 0.5 m above the ground surface. The effective stress (kPa) at C is most A y= 16.0 kN/m3 Ysat = 16.5 kN/m2 0.5 m D 0.5 m Ysat = 20 kN/m? Yx = 9.8 kN/m3 1 m 26.5 O 28.6 O 16.9 O ?Which is most affected by capillary action Medium grained sand O Coarse grained sand O Fine grained sand O

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Due to a flood the ground water rises to
0.5 m above the ground surface. The
effective stress (kPa) at C is most
0.5 m
y 16.0 kN/m3
Ksat = 16.5 kN/m3
0.5
Ysat = 20 kN/m3
Yx = 9.8 kN/m3
1m
26.5
28.6
16.9
?Which is most affected by capillary action
Medium grained sand
Coarse grained sand
Fine grained sand
II
>
Transcribed Image Text:H+ N :D docs.google.com/forms/d/e Due to a flood the ground water rises to 0.5 m above the ground surface. The effective stress (kPa) at C is most 0.5 m y 16.0 kN/m3 Ksat = 16.5 kN/m3 0.5 Ysat = 20 kN/m3 Yx = 9.8 kN/m3 1m 26.5 28.6 16.9 ?Which is most affected by capillary action Medium grained sand Coarse grained sand Fine grained sand II >
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