Answered: The natural water content of the soil…

The natural water content of the soil sample was found to be 40%, specific gravity is 2.7 and void ratio 1.2; then the degree of saturation of the soil will be

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Weight-volume Relationships And Plasticity

Section: Chapter Questions

Problem 3.5P

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The natural water content of the soil sample was found to be 40%, specific gravity is 2.7 and void
ratio 1.2; then the degree of saturation of the soil will be

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LL = 50% and PL = 23% If the soil had a natural water content of 56% prior to the Atterberg Limit test, explain the consistency condition of the soil at site.
a soil sample was determined to have a water content of 8% and a degree of saturation of 42%. After adding some water, the degree of saturation was altered to 53%. take the specific gravity of the soil solids to be 2.7. assuming no change in the volume of the voids, determine the following A. void ratio B. water content% C. bulk specific gravity of the mass of the sample in the altered state.
Problem #1. A soil sample in its natural state has a weight of 5.05 lb and a volume of 0.041 ft3. In an oven-dried state, the dry weight of the sample is 4.49 Ib. The specific gravity of the solids is 2.68. Determine: a. total unit weight b. water content C. void ratio d. porosity e. degree of saturation
A soil sample has a total mass of 23.3 g a volume of 12 cm³, an oven-dry mass of 21.2 g, and a specific gravity of 2.5 for the solids. The void ratio of the specimen is:
Question A soil sample has a porosity of 40%. The specific gravity of solids is 2.7. The dry density of the sample will be
The total volume of a soil soecimen is 80,000 mm³ and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m³. Find the following: a) The water content. b) Void Ratio. c) Porosity. d) Degree of saturation. e) Saturated unit weight. f) Dry unit weight.
a soil sample has a unit weight of 120 pcf and a degree of saturation of 65%. When its degree of saturation is increased to 80%, its unit weight increases to 124 pcf. Determine the saturated unit weight of the soil sample in pcf
2.) A SOIL SAMPLE WITH A GRAIN SPECIFIC GRAVITY OF 2.67 WAS FILLED IN A 1000ML CONTAINER IN THE LODSEST POSSIBLE STATE AND THE DRY WEIGHT OF THE SAMPLE WAS FOUND TO BE 14.75 N. IT WAS THEN FILLED AT THE DENSEST STATE OBTAINABLE AND THE WEIGHT WAS FOUND TO BE 17.70 N. THE VOID RATIO OF THE SOIL IN NATURAL STATE WAS 0.63. DEPERMINE THE RELATIVE DENSITY IN NATURAL STATE.
A FIELD SOIL has a relative density of 75% and the following data: emax = 1.3 emin = 0.4 Specific gravity of solids = 2.68 Degree of stauration = 68% For the sample: Calculate the voids ratio and moisture content of the field soil Calculate the dry density of the field soil Calculate the throretical maximum (zero air void) dry density at a water content of 18%
A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml container in the loosest possible state and the dry weight of the sample was found to be 14.75 N. It was then filled at the densest state obtainable and the weight was found to be 17.70 N. The void ratio of the soil in the natural state was 0.63. Determine: a. The minimum dry unit weight (kN/m³) b. The relative density (%) c. The relative compaction (%)
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Problem 5.