Question
Group B - Design of a retaining wall [10 marks] Consider the retaining wall shown in Fig. 2 built in Melbourne. The wall must hold a 4.5 m high uncontrolled backfill of crushed gravel (d = 30°. 7= 20 kN/m³). A vertical live-load of 7.5 kPa is applied on the soil surface ( = 0.7.= 0.4). The soil below the footing is the
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