Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the ground level. The top of the earth retained is surcharged at an angle of 10° with the horizontal as shown in Fig. 18.7. The angle of repose of earth is 29° and its density is 17 kN/m³. The safe bearing pressure is 100 kN/m². Use M25 concrete and Fe 415 grade steel. 150 TI VERTICAL STEM 3000 barloat sd braace inilo sfT 1000 T400 TOE 200 Fig. 18.7 T-retaining wall

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter17: Retaining Walls
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Problem 17.2P
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Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the
ground level. The top of the earth retained is surcharged at an angle of 10° with the
horizontal as shown in Fig. 18.7. The angle of repose of earth is 29° and its density is 17
kN/m³. The safe bearing pressure is 100 kN/m2. Use M25 concrete and Fe 415 grade steel.
150
VERTICAL
3000
STEM
o moitudiuooo tarb sfo
ombou
at bavloem sd
ह
Instlot sfT
dguon
1000
J400
TOE
200
Fig. 18.7 T-retaining wall
Transcribed Image Text:Design the vertical stem of a T-shaped retaining wall for a height of 3 m above the ground level. The top of the earth retained is surcharged at an angle of 10° with the horizontal as shown in Fig. 18.7. The angle of repose of earth is 29° and its density is 17 kN/m³. The safe bearing pressure is 100 kN/m2. Use M25 concrete and Fe 415 grade steel. 150 VERTICAL 3000 STEM o moitudiuooo tarb sfo ombou at bavloem sd ह Instlot sfT dguon 1000 J400 TOE 200 Fig. 18.7 T-retaining wall
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