given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and , respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture ntent (w) of 12% was 1.85 Mg/m3. Assuming Gs 2.68, determine the relative density (Dr) and degree of saturation (S) of this specimen. - A series of modified Proctor tests have been performed on a soil that has a G, of 2.70. The test results obtained aro as follows: Moisture Content Test Results Mass of Can + Mass of Can+ Moist Soil (g) Point Mass of Compacted Soil + Mold (kg) Mass of Can No. (8) Dry Soil (g)
given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and , respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture ntent (w) of 12% was 1.85 Mg/m3. Assuming Gs 2.68, determine the relative density (Dr) and degree of saturation (S) of this specimen. - A series of modified Proctor tests have been performed on a soil that has a G, of 2.70. The test results obtained aro as follows: Moisture Content Test Results Mass of Can + Mass of Can+ Moist Soil (g) Point Mass of Compacted Soil + Mold (kg) Mass of Can No. (8) Dry Soil (g)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and
, respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture
ntent (w) of 12% was 1.85 Mg/m3. Assuming Gs 2.68, determine the relative density (Dr) and
degree of saturation (S) of this specimen.
- A series of modified Proctor tests have been performed on a soil that has a G, of 2.70.
The test results obtained aro as follows:
Moisture Content Test Results
Mass of Can +
Mass of Can+
Moist Soil (g)
Point
Mass of Compacted
Soil + Mold (kg)
Mass of Can
No.
(8)
Dry Soil (g)
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