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Question

The active earth pressure on the back of retaining wall is 80 kN/m. The height of wall is 5m. The backfill is cohesion less soil having effective angle of internal friction 300. The degree of saturation of backfill (in percentage correct upto two decimal place) if backfill has a porosity of 30%. (Rounded upto single decimal place. Take specific gravity of solids 2.7)

A
22.4 %
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B
18.4 %
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C
37.9 %
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D
8.05 %
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Solution

The correct option is A 22.4 %
Given, H = 5m,

Active pressure, Pa=80kN/m, ϕ=30

Pa=12KaγH2

80=12×(1sin301+sin30)×γ×52

γ=19.2 kN/m3

(G+Se1+e)γw=19.2

Now, void ratio, e=n1n

=0.310.3=37

(2.7+3S/71+3/7)×9.81=19.2

3S7=0.096

S=0.224

= 22.4%

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