SITUATION 4: The dry density of a sand with a porosity of 0.387 is 1600 kg/m3. 9. Determine the void ratio of the soil. a. 0.564 b. 0.829 d. 0.459 C. 0.631 10. Determine the specific gravity of the soil solids. a. 2.16 C. 2.54 b. 2.61 d. 2.79

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION 4:
The dry density of a sand with a
porosity of 0.387 is 1600 kg/m3.
9. Determine the void ratio of the soil.
a. 0.564
c. 0.631
10. Determine the specific gravity of
the soil solids.
а. 2.16
с. 2.54
b. 0.829
d. 0.459
b. 2.61
d. 2.79
Transcribed Image Text:SITUATION 4: The dry density of a sand with a porosity of 0.387 is 1600 kg/m3. 9. Determine the void ratio of the soil. a. 0.564 c. 0.631 10. Determine the specific gravity of the soil solids. а. 2.16 с. 2.54 b. 0.829 d. 0.459 b. 2.61 d. 2.79
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