Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Question
Chapter 13, Problem 13.7P
To determine
Find the factor of safety against sliding.
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Students have asked these similar questions
The location of trial failure surface on a slope is shown in Figure and the stress components for each slice are
listed in Table.
Slice
Shearing
component
(kN.m')
-0.280
-0.227
0.383
3.214
6.543
8.368
9.792
Normal
Length of trial failure surface=11m
Soil friction angle 6°
Cohesion, c=28kPa
No.
component
(kN.m')
1.911
7.745
13.139
1
2
4
16.344
17.625
16.718
12.125
7
8.
4.228
0.486
Trial Failure
Surface
(a) Compute the driving stress.
(b) Compute the stabilizing stress.
(c) Analyze the safety of the slope.
In the circular cross-section beam given in the figure, what must be the
minimum diameter of the beam so that the amount of collapse that will
El.
A
occur at point B does not exceed 4 mm?
M, = Pa
E=220GPA, P= 10 kN, a=2 m
Q4: For the soil element shown, compute the stresses acting on the plane inclined by 40° with the horizontal
plane then draw Mohr circle and place the stresses with respect to O.P.
20kPa
35kPa
100kPa
300
40°
Chapter 13 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
Ch. 13 - Prob. 13.1PCh. 13 - Prob. 13.2PCh. 13 - Prob. 13.3PCh. 13 - Prob. 13.4PCh. 13 - Prob. 13.5PCh. 13 - Prob. 13.6PCh. 13 - Prob. 13.7PCh. 13 - Prob. 13.8PCh. 13 - Prob. 13.9PCh. 13 - Prob. 13.10P
Ch. 13 - Prob. 13.11PCh. 13 - Prob. 13.12PCh. 13 - Prob. 13.13PCh. 13 - Prob. 13.14PCh. 13 - Prob. 13.15PCh. 13 - Prob. 13.16PCh. 13 - Prob. 13.17PCh. 13 - Prob. 13.18PCh. 13 - Prob. 13.19PCh. 13 - Prob. 13.20PCh. 13 - Prob. 13.21PCh. 13 - Prob. 13.22PCh. 13 - Prob. 13.23PCh. 13 - Prob. 13.25PCh. 13 - Prob. 13.26PCh. 13 - Prob. 13.27CTPCh. 13 - Prob. 13.28CTPCh. 13 - Prob. 13.29CTP
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