1.A dry sample weights 96.1 pcf. Gs=2.65
What is its density when saturated.
2.A saturated soil has a unit weight of 120 pcf and a water content of 32.5%. Determine the void ratio and specific gravity of the soil.
3.Prove that Ev=kP for an isentropic fluid process given that constant=P/p^k, where p is the density (roe), P is the pressure, k is the ratio of specific heats.