A large soil sample obtained from a borrow pit has a wet mass of 26.50 kg. The in-place volume occupied by the sample is 0.013 m3. A small portion of the sample is used to determine the water content; the wet mass is 135 g, and after drying in an oven, the mass is 117 g. Determine the soil’s water content. Determine the soil wet and dry density for conditions at the borrow pit.
A large soil sample obtained from a borrow pit has a wet mass of 26.50 kg. The in-place volume occupied by the sample is 0.013 m3. A small portion of the sample is used to determine the water content; the wet mass is 135 g, and after drying in an oven, the mass is 117 g. Determine the soil’s water content. Determine the soil wet and dry density for conditions at the borrow pit.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.4P: Results from a liquid limit test conducted on a soil are given below. a. Determine the liquid limit...
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A large soil sample obtained from a borrow pit has a wet mass of 26.50 kg. The in-place volume occupied by the sample is 0.013 m3. A small portion of the sample is used to determine the water content; the wet mass is 135 g, and after drying in an oven, the mass is 117 g.
- Determine the soil’s water content.
- Determine the soil wet and dry density for conditions at the borrow pit.
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