The bulk unit weight of a dry soil with void ratio 0.63 is 16.5 kN/m3. Its Specific gravity is most likely
a) 2.52
b) 2.63
c) 2.74
d) 1.92
The bulk unit weight of a dry soil with void ratio 0.63 is 16.5 kN/m3. Its...
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio (emin) of 0.36. The soil is compacted to a dry unit of 17.8 Kn/m at a moisture content of 1896. The specific gravity of the solids is 2.7. What is the relative density of the soil after compaction?
A soil sample has a void ratio of 0.23. The specific gravity of the solids is 2.6. The saturated unit weight of the soil is most nearly 28 kN/m3 26 kN/m3 23 kN/m3 32 kN/m3
A moist soil packed into a volume of 0.1 m2 has a dry weight of 1.5 KN and a water content of 12%. The average specific gravity of the grains comprising the soil is 2.65. Determine: a. The dry unit weight of the soil b. The moist unit weight of the soil c. The void ratio d. The porosity e. The degree of saturation f. The volume occupied by the water in the soil.
A soil specimen has a unit weight of 17.6 kN/m, the specific gravity of the solids is 2.70, and the water content is 30%. The void ratio of the soil specimen is most nearly O (A) 0.67 O (B) 0.74 O (C) 0.86 O (D) 0.96 Next > Pause < Prev
B. The moist weight of 0.028 m3 of a soil is 52 kg. The moisture content and the specific gravity of the soil solids are determined in the laboratory to be 11% and 2.7 , respectively. Calculate the following: Moist unit weight (kg/m3) i. Dry unit weight (kg/m3) ii. Void ratio d. Porosity iii. iv. Degree of saturation (%) Volume occupied by water (m3) v. ngle C. For the soil sample in A (above) represent the following on a soil...
A proposed embankment fill requires 5000 m3 of compacted soil. The void ratio of the compacted fill is specified as 0.75. Soil can be transported from one of the four borrow pits as shown in the table below. The void ratio, specific gravity of soil solids, and the cost per cubic meter for moving the soil to the proposed construction site are provided in the table. a. Determine the volume of each borrow pit soil required to meet the specification...
PROBLEM3 In a sample of clay soil, the void ratio is 0.73 and the specific gravity of the solid particles G- 2.71. The degree of saturation of the soil sample is 92% A. Calculate the water content, and bulk and dry densities of the soil sample.
CE 321 Soil 1. A block sample of soil the soil sample was used for gravity of soil is 2.65, find the following soil 101.4 kg and has dimensions of 0.4mx0.4 mx0.4 m. Some of moisture content as shown below. When the specific Mass of can with soil before drying in oven1z1.84g Mass of can with soil after drying in oven 101.72 (Tip: 1 kg 9.81 N) content ( 2) Total Unit weight (kN/m3) 3) Dry unit weight (kN/m') CE...
A soil has a bulk (total) unit weight of γ = 120 lb/ft3 and water content w = 18%. Take Gs = 2.67. Fill in a completed phase diagram for this soil. Then, calculate: a) void ratio, e; b) porosity, n ; c) degree of saturation, Sr; d) saturated unit weight, γsat (in lb/ft3).
3. The unit weight of a soil is 96 lb/ft3. The moisture content if this soil is 17% when the degree of saturation is 60%. Determine: a. Void ratio b. Specific gravity of solids c. Saturated unit weight.