Water Content, Void ratio and Degree of Saturation || Soil mechanics

This video shows how to find unknown parameter for a soil sample. The problem states that when an undisturbed sample of clayey soil is found to have wet weight of 270 N, a dry weight of 240 N, and a total volume of 13 x10^3 cm^3. If the specific gravity of soil is 2.68. Determine.

1. Water content 2. Void ratio 3. Degree of saturation

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soil mechanics
water content
void ratio
degree of saturation
clayey soil
soil mechanics examples

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