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MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, SI Edition, 9th Edition, [Instant Access], 2 terms (12 months)
9th Edition
ISBN: 9781305971264
Author: Braja M. Das; Khaled Sobhan
Publisher: Cengage Learning US
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Chapter 14, Problem 14.15P
The cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in Figure 14.22. Given: H = 12 m, γclay = 17.9 kN/m3, ϕ = 0, c = 75 kN/m2, and the center-to-center spacing of struts in plan view, s = 3 m.
- a. Using Peck’s empirical pressure diagrams, draw the earth-pressure envelope.
- b. Determine the strut loads at levels A, B, and C.
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Students have asked these similar questions
The cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in the figure
below. Given: H = 12 m , clay = 17.9 kN/m3
, = 0 , C = 75 kN/m2
, and the center-to-center spacing of
struts in plan view , S = 3 m.
The T section is shown in Figure below is the cross-section of a beam. The beam is subjected
to a uniform distributed load = 4 kN/m. The N.A is located at 34.7 mm from the bottom and
that IxA =10.64x106 mm. Determine (a) the maximum shearing suess (b) the shearing stress at
15 mm from the bottom face.
Q2
%3D
20mm
4 kN/m
120mm
A
34.7 mm
20mm
lm
3m
1m
220mm
TT
Refer to the braced cut shown in the figure for
which y= 20 kN/m², o'=23°, and c' = 0.
2.0000
The struts are located 5 m on center in the plan.
Determine the strut load at A.
3.0000
3.0000
2.0000
A
1186.45 kN
В
237.29
474.26
D
1816.29
Chapter 14 Solutions
MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, SI Edition, 9th Edition, [Instant Access], 2 terms (12 months)
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