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This material is related Geotechnical Engineering, please only answer if you are certain and sure of your answer.

An undisturbed soil sample has a dry unit weight of 112 pcf with a specific gravity of solids equals to 2.68.

a) What is the void ratio for the undisturbed sample?

b) What is the porosity for the undisturbed sample?

Reference no: EM1382432

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Related geotechnical engineering : This material is related Geotechnical Engineering, please only answer if you are certain and sure of your answer. An undisturbed soil sample has a dry unit weight of 112 pcf with a specific gravity of solids equals to 2.68.
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