Question 2: A gravity retaining wall is shown in figure below. Use ô'=2/3¢', and Coulomb's active earth pressure theory. Determine: 1. Factor of safety against overturning; 2. Factor of safety against sliding; 3. The pressure on the soil at the toe and heel. Y = 18.5 kN/m³ $i = 32° e = 0 Use Yconerete = 23.58 kN/m³ Note: For Coulomb method, note that the weight 5 m of the soil above the back face of the wall is not taken into account in the resisting moment. 5.7 m P. 8' 15° 2.83 m – På 75° 2.167 m 1.5 m 0.27 m 0.6 m 1.53 m 0.8 m Y2 = 18 kN/m 4 = 24° = 30 kN/m² 0.8 m 0.3 m %3D 3.5 m
Question 2: A gravity retaining wall is shown in figure below. Use ô'=2/3¢', and Coulomb's active earth pressure theory. Determine: 1. Factor of safety against overturning; 2. Factor of safety against sliding; 3. The pressure on the soil at the toe and heel. Y = 18.5 kN/m³ $i = 32° e = 0 Use Yconerete = 23.58 kN/m³ Note: For Coulomb method, note that the weight 5 m of the soil above the back face of the wall is not taken into account in the resisting moment. 5.7 m P. 8' 15° 2.83 m – På 75° 2.167 m 1.5 m 0.27 m 0.6 m 1.53 m 0.8 m Y2 = 18 kN/m 4 = 24° = 30 kN/m² 0.8 m 0.3 m %3D 3.5 m
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter13: Retaining Walls
Section: Chapter Questions
Problem 13.4P
Related questions
Question
![Question 2:
A gravity retaining wall is shown in figure below. Use ô'=2/3¢', and Coulomb's active earth
pressure theory.
Determine:
1. Factor of safety against overturning;
2. Factor of safety against sliding;
3. The pressure on the soil at the toe and heel.
Y = 18.5 kN/m³
4i = 32°
cj = 0
Use Yconcrete = 23.58 kN/m³
Note:
For Coulomb method, note that the weight 5 m
of the soil above the back face of the wall is
not taken into account in the resisting
5.7 m
P.
moment.
150
2.83 m -
----- Ph
75°
2.167 m
1.5 m
0.27 m 0.6 m
1.53 m
0.8 m
C'
Y2 = 18 kN/m³
$i = 24°
c = 30 kN/m²
0.8 m
0.3 m
- 3.5 m
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F537a36a0-bf0b-4233-956d-a73a88dc7f25%2F3cad0c54-3ec3-4117-ad42-f69927960230%2Fuw6d6hk_processed.png&w=3840&q=75)
Transcribed Image Text:Question 2:
A gravity retaining wall is shown in figure below. Use ô'=2/3¢', and Coulomb's active earth
pressure theory.
Determine:
1. Factor of safety against overturning;
2. Factor of safety against sliding;
3. The pressure on the soil at the toe and heel.
Y = 18.5 kN/m³
4i = 32°
cj = 0
Use Yconcrete = 23.58 kN/m³
Note:
For Coulomb method, note that the weight 5 m
of the soil above the back face of the wall is
not taken into account in the resisting
5.7 m
P.
moment.
150
2.83 m -
----- Ph
75°
2.167 m
1.5 m
0.27 m 0.6 m
1.53 m
0.8 m
C'
Y2 = 18 kN/m³
$i = 24°
c = 30 kN/m²
0.8 m
0.3 m
- 3.5 m
%3D
![TUTORIAL (CHAPTER 3 PART 1)
A reinforced earth retaining wall is to be 10 m high. Here,
e b'e a'
glunit area
IG45 + di/2
unit weight, y,= 16 kN/m³ and soil fric-
tion angle, j = 34°
Backfill:
Sy
Sand
Sy
Reinforcement:
vertical spacing, Sy = 1 m; horizontal
spacing, SH = 1.25 m; width of rein-
forcement = 120 mm; f, = 260 MN/m²;
Ou = 25°; factor of safety against tie
pullout = 3; and factor of safety against
tie breaking = 3
Sy
(a)
Sy
Sy
z= NSy
Sy
In situ soil
Determine:
a. The required thickness of ties
b. The required maximum length of ties](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F537a36a0-bf0b-4233-956d-a73a88dc7f25%2F3cad0c54-3ec3-4117-ad42-f69927960230%2Fegbg95e_processed.png&w=3840&q=75)
Transcribed Image Text:TUTORIAL (CHAPTER 3 PART 1)
A reinforced earth retaining wall is to be 10 m high. Here,
e b'e a'
glunit area
IG45 + di/2
unit weight, y,= 16 kN/m³ and soil fric-
tion angle, j = 34°
Backfill:
Sy
Sand
Sy
Reinforcement:
vertical spacing, Sy = 1 m; horizontal
spacing, SH = 1.25 m; width of rein-
forcement = 120 mm; f, = 260 MN/m²;
Ou = 25°; factor of safety against tie
pullout = 3; and factor of safety against
tie breaking = 3
Sy
(a)
Sy
Sy
z= NSy
Sy
In situ soil
Determine:
a. The required thickness of ties
b. The required maximum length of ties
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