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THE COMBINED EFFECTS OF SOIL, WATER AND SURCHARGE LOADS ON THE STRUCTURAL BEHAVIOURS OF CANTILEVER RETAINING WALL

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Figure

Figure 1: A Model of Cantilever Retaining Wall
Figure 4: Frictional resisting force against Base width (for a= 0.8 and q=10kN/m2)
Figure 9: Behaviour of Resisting Moment against Base width (H=3m)
Figure 10: Factor of Safety against Sliding versus Base width (for q= 10kN/m2)

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