Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A soil has a dry unit weight of 17 kN/m³ and a void ratio of 0.60.
a. Evaluate the specific gravity of the soil.
b. Obtain the unit weight of the sample in kN/m³ when fully saturated.
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- How to solve the problem, Thank you.arrow_forwardmm.arrow_forward3-8 A 1-ft3 of undisturbed soil sample has a dry weight of 107 lbs. The specific gravity of the soil solids is 2.70. Need Vs VT = 1 To solve for Vs = use the following equation Ws=Vs*Gs*yw (solve for Vs) a) Calculate the void ratio of the sample. b) Calculate the porosity of the sample. DCarrow_forward
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