Situation 2 The soil material is supported by a retaining wall to a height of 6 m. The unit weight of soil is 16 KN/m³ and the angle of internal friction is 29". Assuming that the soil is cohesionless. Determine the following: 1. Rest earth pressure on the wall 2. Total active pressure if a surcharge of 14 kPa is applied on the surface of horizontal backfill 3. Locate the position of the total pressure from the bottom
Situation 2 The soil material is supported by a retaining wall to a height of 6 m. The unit weight of soil is 16 KN/m³ and the angle of internal friction is 29". Assuming that the soil is cohesionless. Determine the following: 1. Rest earth pressure on the wall 2. Total active pressure if a surcharge of 14 kPa is applied on the surface of horizontal backfill 3. Locate the position of the total pressure from the bottom
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![crack occurs in the soil
Situation 2
The soil material is supported by a retaining
wall to a height of 6 m. The unit weight of soil is
16 KN/m³ and the angle of internal friction is
29". Assuming that the soil is cohesionless.
Determine the following:
1. Rest earth pressure on the wall
2.
Total active pressure if a surcharge of 14 kPa
is applied on the surface of horizontal
backfill
3. Locate the position of the total pressure
from the bottom
2
3.
Pr
Si
A
fo
U
L
Fo
for
1.
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6362cb97-b612-4c77-90f3-406b70699a23%2F512dd50c-19ab-4631-b89b-1f581e921561%2Ffjkynl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:crack occurs in the soil
Situation 2
The soil material is supported by a retaining
wall to a height of 6 m. The unit weight of soil is
16 KN/m³ and the angle of internal friction is
29". Assuming that the soil is cohesionless.
Determine the following:
1. Rest earth pressure on the wall
2.
Total active pressure if a surcharge of 14 kPa
is applied on the surface of horizontal
backfill
3. Locate the position of the total pressure
from the bottom
2
3.
Pr
Si
A
fo
U
L
Fo
for
1.
2
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