B) For the soil condition shown in Figure (1). Determine: 1- The rate of flow per unit area. 2- The effective stress at point A. Fig.(1) 1.0 m 3.0 m 4.0 m 1.0 m 1.0 m Laver-1 Ys = 18 kN/m² k=0,25 cnv min Layer-2 Ys = 19 kN/m² k=0.2 cm/ min i=0.3- Layer-3 Ys = 20 kN/m³ k=0.3 cm/ min Datum Flow of water

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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B) For the soil condition shown in Figure (1).
Determine:
1- The rate of flow per unit area.
2- The effective stress at point A.
Fig.(1)
1.0 m
3.0 m
4.0 m
1.0 m
1.0 m
A
Laver-1
Ys = 18 kN/m²
k=0,25 cnv min
Layer-2
Ys = 19 kN/m²
k = 0.2 cm/ min
i= 0.3-
Layer-3
Ys = 20 kN/m³
k=0.3 cm/ min
Datum
Flow of
water
Transcribed Image Text:B) For the soil condition shown in Figure (1). Determine: 1- The rate of flow per unit area. 2- The effective stress at point A. Fig.(1) 1.0 m 3.0 m 4.0 m 1.0 m 1.0 m A Laver-1 Ys = 18 kN/m² k=0,25 cnv min Layer-2 Ys = 19 kN/m² k = 0.2 cm/ min i= 0.3- Layer-3 Ys = 20 kN/m³ k=0.3 cm/ min Datum Flow of water
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