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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3916e394-c252-4088-aa7c-59083122e10d%2F94324c43-37b2-40bc-ab14-c05f69df16fa%2F4r2oqom_processed.jpeg&w=3840&q=75)
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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