IC-570 – Mecânica dos Solos – Prova 1

Questão 1 Solo natural: γ = 16 kN/m³; w = 10% Solo compactado: $$\gamma_{dmax} = 18 kN/m^{3}$$; $$w_{ot} = 17\,\%$$; CR = 100%   a) Solo natural: $$\gamma_{d} = \frac{\gamma}{1+w} \longrightarrow \gamma_{d} = \frac{16}{1+0,1} \longrightarrow \gamma_{d} = 14,55\, kN/m^{3}$$ $$\gamma_{d} = \frac{P_{s}}{V_{c}} \longrightarrow 14,55 = \frac{P_{s}}{V_{c}} \longrightarrow P_{s} = 14,55V_{c}$$ …