EX.1 The mass of moist soil sample collected from the field is 465gm, and its over mass is 405.76 gm. The specific gravity of the soil solids was determined in t laboratory to e 2.68. If the void ratio of the soil in the natural state is 0.83, fi the following: 1. The moist density of the soil in the field (Kg/m³) 2. The dry density of the soil in the field (Kg/m3) 3. The mass of water, in kilograms, to be added in cubic meter of soil in field for saturation

Structural Analysis
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Chapter2: Loads On Structures
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EX.1
The mass of moist soil sample collected from the field is 465gm, and its oven dry
mass is 405.76 gm. The specific gravity of the soil solids was determined in the
laboratory to e 2.68. If the void ratio of the soil in the natural state is 0.83, find
the following:
1. The moist density of the soil in the field (Kg/m³)
2. The dry density of the soil in the field (Kg/m³)
3. The mass of water, in kilograms, to be added in cubic meter of soil in the
field for saturation
Transcribed Image Text:EX.1 The mass of moist soil sample collected from the field is 465gm, and its oven dry mass is 405.76 gm. The specific gravity of the soil solids was determined in the laboratory to e 2.68. If the void ratio of the soil in the natural state is 0.83, find the following: 1. The moist density of the soil in the field (Kg/m³) 2. The dry density of the soil in the field (Kg/m³) 3. The mass of water, in kilograms, to be added in cubic meter of soil in the field for saturation
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