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)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.13P
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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
Transcribed Image Text: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
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