A saturated soil has a porosity (n) of 0.40 and a specific gravity of solids (Gs)...
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 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
2. A 63.7% saturated sample of soil has a dry density of 1680 kg/m 3 and a porosity of 37%. Find the void ratio and the specific gravity of the solids.
Problem 3 The dry density of a soil is 1780 Kg/m³ . Given Specific gravity of soil solids is 2.68, what would be the moisture content of the soil when saturated?
Remaining Time A saturated, normally consolidated clay has a water content of 30 percent, a liquid limit of 40 percent, and a plastic limit of 20 percent. The specific gravity of solids is 2.70. A saturated, normally consolidated clay has a water content of 30%, a liquid limit of 40, and a plastic limit of 20. The specific gravity of solids is 2.70. What is most nearly the compression index for this soil? O (A) 0.0030 (B) 0.27 O (C)...
A proctor test was performed on a soil that has a specific gravity of solids of 2.71. The following results were obtained: Water content Total Unit 1. Finish calculation and plot Weight (Ib/ftA3) compaction curve 10 13 16 2. What is the max. dry unit weight? 3. What is the optimum moisture 106 119 125 129 128 123 content? What range of moisture is permitted if a contractor must achieve 90% compaction? 4. 20 5. What volume of water must...
Void ratio for a rate of compaction of 95.0% the soil
solids have a specific gravity of 2.78.
Modified Proctor Test 130.0 125.0 120.0 Dry Unit Weight (pcf) 115.0 110.0 105.0 0.0 5.0 15.0 20.0 10.0 w (%)
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...
the only question to answer are
2-5
2-7
2-10
2-17
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thank you
CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...
Determine the porosity of a soil if it has a dry bulk density of 1.8 g/cc and the density of the soil particles is 2.7 g/cc. What would the bulk density of the soil be if it was saturated?