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Encounter GATE- Civil Engineering in 90 Days

( d ) For dry sand , c = 0 σ1 = σ3 + σd = 200 + 50 250 kN / m2 σ1 = σ3 tan2 45+ ... ( c ) 0.77 kg / cm2 Deviator stress at failure = σ1 - σ = 300-100-200 kPa ...

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