Consider the downward flow of water through a layer of sand in the tank as shown. Voids ratio of soil = 0.52 Sp.gr. = 2.70 Compute the total stress at A. P Compute the value of hj. P Compute the pore water pressure at A. P Compute the effective stress at A. Compute the total stress at B. Compute the water pressure at B. Compute the effective stress at B.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the downward flow of water through a layer of sand in the tank as
shown.
Voids ratio of soil 0.52
Sp.gr. = 2.70
O Compute the total stress at A.
O Compute the value of hy.
Compute the pore water pressure at A.
O Compute the effective stress at A.
Compute the total stress at B.
O Compute the water pressure ut B.
O Compute the effective stress at B.
Compute the hydraulic gredient.
Compute the seepage force per unit volume.
Transcribed Image Text:Consider the downward flow of water through a layer of sand in the tank as shown. Voids ratio of soil 0.52 Sp.gr. = 2.70 O Compute the total stress at A. O Compute the value of hy. Compute the pore water pressure at A. O Compute the effective stress at A. Compute the total stress at B. O Compute the water pressure ut B. O Compute the effective stress at B. Compute the hydraulic gredient. Compute the seepage force per unit volume.
In flow
0.70
20.80
Sand
e=0.52.
1.2
1.0
B
valve
open
Out flow
Transcribed Image Text:In flow 0.70 20.80 Sand e=0.52. 1.2 1.0 B valve open Out flow
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