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4.1.6 The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1489g and after drying weighs only 876g. Find the water content of the soil. Draw a phase diagram and properly label it. Compute the void ratio and the porosity, the total density and the dry density.

4.1.6 The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1489g and after drying weighs only 876g. Find the water content of the soil. Draw a phase diagram and properly label it. Compute the void ratio and the porosity, the total density and the dry density.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4.1.6 The degree of saturation of a cohesive soil is 100%. The clay when wet weighs 1489g and after drying weighs only 876g. Find the water content of the soil. Draw a phase diagram and properly label it. Compute the void ratio and the porosity, the total density and the dry density. 

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