The braced cut of two layers of clay is shown in the figure. 1 H = 3 m; y; = 16 kN'm² c; = 21 kN/m² H; = 3 m; y2= 17 kN/m² ¢z= 22 kN/m² H, = 2 m; Ys = 18 kN'm² c3= 23 kN/m² 20 The struts are located 4 m on center in the plan. 20 Determine the strut load at C.

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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The braced cut of two layers of clay is shown in the figure.
1.0000
A
H; = 3 m; Y1 = 16 kN/m² c; = 21 kN/m²
H; = 3 m; Y2= 17 kN/m³ cz= 22 kN/m²
H3 = 2 m; Y3 = 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 C.
3.0000
- Clay 2
2.0000
1.0000
Clay 3.
A
332.63 kN
В
333.36 kN
332.36 kN
D
322.36 kN
Transcribed Image Text:The braced cut of two layers of clay is shown in the figure. 1.0000 A H; = 3 m; Y1 = 16 kN/m² c; = 21 kN/m² H; = 3 m; Y2= 17 kN/m³ cz= 22 kN/m² H3 = 2 m; Y3 = 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 C. 3.0000 - Clay 2 2.0000 1.0000 Clay 3. A 332.63 kN В 333.36 kN 332.36 kN D 322.36 kN
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