Determine the degree of saturation, void ratio. d water content for the soil as it existed in its
Determine the degree of saturation, void ratio. d water content for the soil as it existed in its
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:90, 95, and 100%.
four samples.
3.2 A cubic foot of soil in its natural state weighs 113 lb:
after being dried it weighs 96 1lb. The specific gravity of the
soil is 2.70. Determine the degree of saturation, void ratio.
porosity, and water content for the soil as it existed in its
natural state.
3.3 A container of saturated soil weighed 113.27 g before
it was placed in an oven and 100.06 g after it remained in the
oven overnight. The container alone weighs 49.31 g; the
specific gravity of the soil is 2.80. Determine the void ratio,
porosity, and water content of the original soil sample.
3.4 A saturated soil has a unit weight of 120 pcf and a
water content of 32.5%. Determine the void ratio and specific
gravity of the soil.
3.5 A sample of dry sand having a unit weight of 105 pcf
and a specific gravity of 2.70 is placed in the rain. During
the rain the volume of the sample remains constant but the
degree of saturation increases to 40%. Determine the unit
weight and water content of the soil after being in the rain.
36 Determino
f the
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