= 16 kN/m², c; = 21 kN/m² = 17 kN/m³ cz= 22 kN/m? 18 kN/m³ cs = 23 kN/m?
= 16 kN/m², c; = 21 kN/m² = 17 kN/m³ cz= 22 kN/m? 18 kN/m³ cs = 23 kN/m?
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.21P: Determine the factor of safety against bottom heave for the braced cut described in Problem 15.18....
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Question
![The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H; = 3 m; y2 = 17 kN/m³ cz= 22 kN/m²
H3 = 2 m; Ys- 18 kN/m² c3= 23 kN/m²
3.0000
2.0000
Clay 1
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at A.
3.0000
- Clay 2 -
2.0000
1.0000
Clay 3
A
205.76 kN
B
305.76 kN
265.76 kN
D
235.76 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4860166-6923-4b30-bf23-901973dd1aa4%2F612c5840-b945-4ad3-baaf-b6eeeb264b4e%2Faozht3t_processed.png&w=3840&q=75)
Transcribed Image Text:The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H; = 3 m; y2 = 17 kN/m³ cz= 22 kN/m²
H3 = 2 m; Ys- 18 kN/m² c3= 23 kN/m²
3.0000
2.0000
Clay 1
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at A.
3.0000
- Clay 2 -
2.0000
1.0000
Clay 3
A
205.76 kN
B
305.76 kN
265.76 kN
D
235.76 kN
![The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H2 = 3 m; Y2 = 17 kN/m³ cz = 22 kN/m²
H3 = 2 m; y3= 18 kN/m³ ¢3 = 23 kN/m²
3.0000
2.0000
Clay 1
B
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at B.
3.0000
- Clay 2–
2.0000
D
1.0000
Clay 3
A
344 kN
B
664 kN
564 kN
D
364 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4860166-6923-4b30-bf23-901973dd1aa4%2F612c5840-b945-4ad3-baaf-b6eeeb264b4e%2F05r95b7_processed.png&w=3840&q=75)
Transcribed Image Text:The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H2 = 3 m; Y2 = 17 kN/m³ cz = 22 kN/m²
H3 = 2 m; y3= 18 kN/m³ ¢3 = 23 kN/m²
3.0000
2.0000
Clay 1
B
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at B.
3.0000
- Clay 2–
2.0000
D
1.0000
Clay 3
A
344 kN
B
664 kN
564 kN
D
364 kN
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