For a given soil, the in-situ porosity is 0.35 and Gs=2.65. Calculate: a) the void ratio, b) dry unit weight y(kN/m³), c) the saturated unit weight, and (d) What would the moist unit weight be when the soil is 50% saturated?

For a given soil, the following are known. Gs=2.74,moist unit weight = 20.6 KN/cu.m, and moisturecontent is 16.6%.a) Determine the dry unit weightb) Determine the void ratioc) Determine the porosityd) Determine the degree of saturatione) Determine the weight of water in KN to beadded per cubic meter of soil for a 100%degree of saturation.

A fully saturated soil has a water content of 200 percent. If G = 2.6, find the void ratio.

Determine the shrinkage limit