A retaining wall retains a sand strata with ϕ = 30° up to its top. If a uniform surcharge of 12 t/m2 is subsequently put one the sand strata, then the increase in the lateral earth pressure intensity on the retaining wall will be

1
1 t/m2
2
2 t/m2
3
4 t/m2
4
8 t/m2

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