Q1. For the slope shown in the figure, determine P 7.25 m (kN/m) so that the factor of P(kN/m) safety for the given failure surface in terms of total 9.0- 1,5 28 stress (short term stability) is 2. The unit weight for both soils is 17kN/m'. For soil 1, the relevant shear strength parameters are c, = 30kPa, o=0°, and for soil 2, c, = 55 kPa, o 0°. 4.0 Soill 45* Area 41.7 m 2.0--1.9- 3.0 Soil 2
Q1. For the slope shown in the figure, determine P 7.25 m (kN/m) so that the factor of P(kN/m) safety for the given failure surface in terms of total 9.0- 1,5 28 stress (short term stability) is 2. The unit weight for both soils is 17kN/m'. For soil 1, the relevant shear strength parameters are c, = 30kPa, o=0°, and for soil 2, c, = 55 kPa, o 0°. 4.0 Soill 45* Area 41.7 m 2.0--1.9- 3.0 Soil 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q1. For the slope shown in
the figure, determine P
(kN/m) so that the factor of
safety for the given failure
surface in terms of total
7.25 m
P(kN/m)
1,5
28*
stress (short term stability)
is 2. The unit weight for
both soils is 17 kN/m'. For
soil 1, the relevant shear
strength parameters
c, = 30kPa, o=0°, and for
soil 2, c, 55 kPa, @=0°.
.72
4.0
Soill
are
Area
-2.0--1.9-
41.7 m
3.0
Soil 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F69d23fd2-4d25-48c5-ad23-98c254b72615%2F88245d4b-99fc-4ad2-a53c-fb8814695394%2Fp8456d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1. For the slope shown in
the figure, determine P
(kN/m) so that the factor of
safety for the given failure
surface in terms of total
7.25 m
P(kN/m)
1,5
28*
stress (short term stability)
is 2. The unit weight for
both soils is 17 kN/m'. For
soil 1, the relevant shear
strength parameters
c, = 30kPa, o=0°, and for
soil 2, c, 55 kPa, @=0°.
.72
4.0
Soill
are
Area
-2.0--1.9-
41.7 m
3.0
Soil 2
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