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000257_Calculation of Passive-earth Pressure on the Retaining wall.Case:Coulomb theory(Muller-Breslau theory),During Earthquake,Monotonous embankment surface,No cohesion.
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SOLVED: II. If the root Xr after applying one iteration of Muller method of a quadratic equation p(v) =4.4v2+6v+0.875 is equal 1.333, then the initial value of Xo is selected to be
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