Total volume of mold: 944 cm³ A Modified Proctor compact test is performed on a soil sample. In one of the compaction trials, the following was obtained: Total mass of the soil in the compaction mold: 2010 g Mass of dry soil + tare: 53.19 g To determine the water content of the soil for this trial, the following was measured: Mass of wet soil + tare: 56.86 g Mass of tare: 24.50 g (a) Determine the water content of the soil for this trial. (b) Determine the total mass density of the soil in g/cm³. (c) Determine the dry mass density pd of the soil in g/cm³. (d) Assuming Gs = 2.65, what is the void ratio e?
Total volume of mold: 944 cm³ A Modified Proctor compact test is performed on a soil sample. In one of the compaction trials, the following was obtained: Total mass of the soil in the compaction mold: 2010 g Mass of dry soil + tare: 53.19 g To determine the water content of the soil for this trial, the following was measured: Mass of wet soil + tare: 56.86 g Mass of tare: 24.50 g (a) Determine the water content of the soil for this trial. (b) Determine the total mass density of the soil in g/cm³. (c) Determine the dry mass density pd of the soil in g/cm³. (d) Assuming Gs = 2.65, what is the void ratio e?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A Modified Proctor compact test is performed on a soil sample. In one of the compaction trials, the following was obtained: Total mass of the soil in the compaction mold: 2010 g determine the water content of the soil for this trial, the To Mass of wet soil + tare: 56.86 g Mass of tare: 24.50 g (a) Determine the water content of the soil for this trial. (b) Determine the total mass density of the soil in g/cm³. (c) Determine the dry mass density pa of the soil in g/cm³. (d) Assuming Gs = 2.65, what is the void ratio e?
Transcribed Image Text:Total volume of mold: 944 cm³
A Modified Proctor compact test is performed on a soil sample.
In one of the compaction trials, the following was obtained:
Total mass of the soil in the compaction mold: 2010 g
Mass of dry soil + tare: 53.19 g
To determine the water content of the soil for this trial, the following was measured:
Mass of wet soil + tare: 56.86 g
Mass of tare: 24.50 g
(a) Determine the water content of the soil for this trial.
(b) Determine the total mass density of the soil in g/cm³.
(c) Determine the dry mass density pd of the soil in g/cm³.
(d) Assuming Gs = 2.65, what is the void ratio e?
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