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Engineering · Civil Engineering
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2.0 m Retaining wall Loose sand (Backfill) Y 18.0 kN/m d = 30° 4.0 m Dense sand 1.0 m ro Y 18.0 kN/m 36 Figure 3. Retaining wall
Question 4 [25 marks] A 5.0 m high and 2.0 m wide rectangular retaining wall is constructed on a ground consisting of dense sand and backfilled on one side by loose sand as shown in Figure 3. Evaluate the stability of the wall with respect to sliding and overturning. Unit weight of concrete is 24.0 kN/m
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