Determine the total Active Thrust on the back of a vertical
wall, 5m high, which is
supporting two soil types:
i. a granular backfill with bulk unit weight 19 kN/m3, saturated
unit weight 20
kN/m3 and angle of friction 30°;
ii. a clay deposit 3.0 m below the top of the wall with c’=11
kN/m2, φ’= 27° and
γ = 21 kN/m3.
Indicate all relevant values from your calculations on appropriate
diagrams.
The water table is exactly 1.1m above the top of the clay.
Determine the total Active Thrust on the back of a vertical wall, 5m high, which is supporting two soil types: i. a gran
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