PRINCIPLES OF GEOTECH.ENGINEERING >LL+M
PRINCIPLES OF GEOTECH.ENGINEERING >LL+M
9th Edition
ISBN: 9781337583879
Author: Das
Publisher: CENGAGE L
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Chapter 6, Problem 6.1P
To determine

Find the degree of saturation at optimum moisture content.

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Answer to Problem 6.1P

The degree of saturation at optimum moisture content is 78.1%_.

Explanation of Solution

Given information:

The maximum dry unit weight of the soil γd is 16.8kN/m3.

The optimum moisture content of the soil w is 17 %.

The specific gravity of soil Gs is 2.73.

Calculation:

Determine the degree of saturation (S) using the relation.

γd=Gsγw1+GswS

Here, γw is the unit weight of water.

Substitute 16.8kN/m3 for γd, 2.73 for Gs, 9.81kN/m3 for γw, and 17 % for w.

16.8=2.73×9.811+2.73×(17100)S1+0.4641S=26.7816.8S1.594S=0.4641

0.594S=0.4641S=0.46410.594S=0.781×100S=78.1%

Therefore, the degree of saturation at optimum moisture content is 78.1%_.

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For the given soil, the following are known: Gs=2.74, moist unit weight is 20.6kN/m3 , and moisture content of 16.6 %. Determine the following: a. Dry unit weight b. Saturated unit weight c. Porosity d. Degree of saturation
the maximum dry unit weight and the optimum moisture content of a soil are 16.8 kN/m and 17 % respectively . IF Gs is 2.73, what is the degree of saturation at optimum moisture content ?
Question 38 For a given sandy soil, the maximum and minimum dry unit weights are 16.56 kN/m3, and 14.09 kN/m3, respectively. Given that Gs = 2.63, determine the moist unit weight of this soil when the relative density is 62.94% and the moisture content is 10.68%. Round off to two decimal places.
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