he dry unit of a sand with a porosity of 0.387 is 1600 kg/cu.m. Determine the following: a) Void ratio b) Sp.gr. of soil c) Saturated unit weight of soil in KN/cu.m.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.15P
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The dry unit of a sand with a porosity of 0.387 is 1600
kg/cu.m. Determine the following:
a) Void ratio
b) Sp.gr. of soil
c) Saturated unit weight of soil in KN/cu.m.

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