What are the dry unit weight and the saturated unit weight (in kN/m3) for a soil sample has the following properties: e = 0.68 Dr = 47% Gs = 2.65 O 1. 15.47 kN/m3 and 19.45 kN/m3 O 2.20.0 KN/m3 and 22.50 kN/m3 O 3. 10.47 kN/m3 and 18.45 kN/m3 O 4. 17.47 kN/m3 and 17.47 kN/m3
What are the dry unit weight and the saturated unit weight (in kN/m3) for a soil sample has the following properties: e = 0.68 Dr = 47% Gs = 2.65 O 1. 15.47 kN/m3 and 19.45 kN/m3 O 2.20.0 KN/m3 and 22.50 kN/m3 O 3. 10.47 kN/m3 and 18.45 kN/m3 O 4. 17.47 kN/m3 and 17.47 kN/m3
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 2.13P
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