(1)For a foundation soil, its unit weight y-19 kN/m, water content w-20% and specific gravity G= 2.7. Calculate the dry density and void ratio of this soil.

Principles of Foundation Engineering (MindTap Course List)
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Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.16P: For a normally consolidated soil, the following is given: Determine the following: a. The...
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(1)For a foundation soil, its unit weight y=19 kN/m³, water content w=20% and specific
gravity G 2.7. Calculate the dry density and void ratio of this soil.
Transcribed Image Text:(1)For a foundation soil, its unit weight y=19 kN/m³, water content w=20% and specific gravity G 2.7. Calculate the dry density and void ratio of this soil.
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