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. Our channel brings civil engineering videos for students of Diploma, B-tech, M-tech, Bachelors and Masters. Subscribe our channel for more civil engineering videos.    / civilengineeringonlycivilengineers   Soil mechanics specific gravity water content void ratio degree of saturation soil mechanics basics volume content dry unit weight wet unit weight #Soil_mechanics