A soil excavated from a borrow pit has an in-situ dry unit weight of 18.59 kN/m3. In the laboratory, the values of dry maximum and minimum unit weights are 20.60 kN/m3 and 14.13KN/ m3, respectively. The values for minimum and maximum void ratios are 0.28 and 0.92, respectively. Determine the following: a. Relative density of the soil sample b. In-situ void ratio

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A soil excavated from a borrow pit has an in-situ dry unit weight of 18.59 KNm3. In the laboratory, the
m3.
values of dry maximum and minimum unit weights are 20.60 kN/3
and 14.13kN/m3, respectively. The
values for minimum and maximum void ratios are 0.28 and 0.92, respectively. Determine the following:
a. Relative density of the soil sample
b. In-situ void ratio
c. Specific gravity of the soil
Transcribed Image Text:A soil excavated from a borrow pit has an in-situ dry unit weight of 18.59 KNm3. In the laboratory, the m3. values of dry maximum and minimum unit weights are 20.60 kN/3 and 14.13kN/m3, respectively. The values for minimum and maximum void ratios are 0.28 and 0.92, respectively. Determine the following: a. Relative density of the soil sample b. In-situ void ratio c. Specific gravity of the soil
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