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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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