A smooth, vertical wall retains a 7 m-high granular backfill with the ground level being horizontal. The water table lies at a depth of 3 m from the top. The friction angle of the backfill is 32°. The bulk and saturated unit weights of the soils are 16.5 kN/m3 and 18.0 kN/m3, respectively. Assuming the soil is in the active state, determine the magnitude and location of the horizontal thrust on the wall.
A smooth, vertical wall retains a 7 m-high granular backfill with the ground level being horizontal. The water table lies at a depth of 3 m from the top. The friction angle of the backfill is 32°. The bulk and saturated unit weights of the soils are 16.5 kN/m3 and 18.0 kN/m3, respectively. Assuming the soil is in the active state, determine the magnitude and location of the horizontal thrust on the wall.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A smooth, vertical wall retains a 7 m-high granular backfill with the ground
level being horizontal. The water table lies at a depth of 3 m from the top.
The friction angle of the backfill is 32°. The bulk and saturated unit weights
of the soils are 16.5 kN/m3 and 18.0 kN/m3, respectively. Assuming the soil is
in the active state, determine the magnitude and location of the horizontal
thrust on the wall.
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