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Engenharia Civil ·

Mecânica dos Solos 2

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B Cc 0009 1110 0009 9010 072 ơ0 15 1 220 135 148 119 kPa uw 05 10 55 kpa ơ0 119 55 64 kPa Recalque Δy H 11 cc log ơf ơ0 35 1 18 072 log 64 3058 64 0152 m