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A smooth backed vertical wall is 6.3 m high and retains a soil with a bulk unit weight of 18 kN/m3 and φ = 18°. The top of the soil is level with the top of the wall and is horizontal. If the soil surface carries a uniformly distributed load of 4.5 kN/m2, verify the total active thrust on the wall per lineal metre of the wall and its point of application
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A loading test was conducted with a 300 mm square plate at depth of 1 m under the ground surface in pure clay deposit. The water table is situated at a depth of 4 m below the groun
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