Calculate the zero-air-void unit weights (kN/m³) for a soil with Gs = 2,68 at moisture contents of 5, 10, 15, 20, and 25%. Draw a curve y for moisture content...

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.14P
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Calculate the zero-air-void unit weights (kN/m³) for a soil with Gs = 2,68 at moisture contents of 5, 10, 15, 20, and 25%. Draw a curve y for moisture content....
6.2
Calculate the zero-air-void unit weights (kN/m³) for a soil with G, = 2.68 at
moisture contents of 5, 10, 15, 20, and 25%.
Transcribed Image Text:6.2 Calculate the zero-air-void unit weights (kN/m³) for a soil with G, = 2.68 at moisture contents of 5, 10, 15, 20, and 25%.
6.2 Calculate the zero- air- void unit weights (kN/m3)
a soil with Gs = 2,68 at moisture contents
5, 10, 15, 20, and 25%. Draw a curve Yeav For
moisture content.
for
of
Transcribed Image Text:6.2 Calculate the zero- air- void unit weights (kN/m3) a soil with Gs = 2,68 at moisture contents 5, 10, 15, 20, and 25%. Draw a curve Yeav For moisture content. for of
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