Soil Mechanics || Water content, Void ratio and Degree of saturation 

This video shows how to find Water content, Void ratio and Degree of saturation. In this lecture a numerical example been solved to find the unknown soil parameters.
An undisturbed sample of clayey soil is found to have a wet weight of 300 N, dry weight of 260 N and total volume of 0.015 m3. If specific gravity of soil solid is 2.70. Determine the water content, void ratio and degree of saturation.
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Soil mechanics
specific gravity
water content
void ratio
degree of saturation
soil mechanics basics
volume content
dry unit weight
wet unit weight
#Soil_mechanics