with a batter of 1 in 10. The backfill is a non-cohesive soil with a density of 19.2 kN/m' and angle of internal frictio

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with a batter of 1 in 10. The backfill is a non-cohesive soil with a density of 19.2 kN/m' and angle of internal frictio

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With A Batter Of 1 In 10 The Backfill Is A Non Cohesive Soil With A Density Of 19 2 Kn M And Angle Of Internal Frictio 1
With A Batter Of 1 In 10 The Backfill Is A Non Cohesive Soil With A Density Of 19 2 Kn M And Angle Of Internal Frictio 1 (14.36 KiB) Viewed 25 times
the pressure surface of a retaining wall was slopes up and batter
with a batter of 1 in 10. The backfill is a non-cohesive soil with a density of 19.2 kN/m' and angle of internal friction 35°. The angle of surcharge is 4º, the angle of wall friction is esti- mated to be 20°, and the vertical height of the wall is 12 m. Compute the maximum active thrust on the wall. Adopt Poncelet's graphical method.
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