soil sample has a porosity late (a) voids ratio, (b) dry density, (c) unit weight if the soil
Q: The sand grains in a soil sample have a solid density of 2.7 g/cm³ and a porosity of 0.32. a. What…
A: Given Data Solid density of soil = 2.7 g/cm3 Porosity (n) = 0.32 Find a. Soil bulk density b. If…
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Q: The ratio of the volume of voids to the volume of the soil sample or specimen. It is simply the open…
A: Air space: It is the ratio of the volume of air to volume of voids Degree of saturation. : It is the…
Q: If Void ratio of soil is 0.334 Determine Porosity of soil
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Q: A soil has bulk density 2.30 g/cm³ and water content 15 per cent, the dry density of the sample, is…
A: Given data: Bulk density, rb=2.30 gcm3 Water content, w = 15 % = 0.15
Q: As per the Indian standard soil classification system, a soil sample of silty clay with liquid limit…
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Q: A soil sample has a shrinkage limit of 10% and specific gravity of soil solids is 2.7. The porosity…
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A: GEO TECHNICAL ENGINEERING:
Q: A sample of clay soil has a liquid limit of 62% and its plasticity index is 32 percent. () What is…
A: Given: The liquid limit is 62%. The plasticity index is 32%. The water content is 34%. The void…
Q: Laboratory test result showed that the void ratio of a saturated soil sample is 0.4. The specific…
A: Given e = 0.40 G= 2.60
Q: A soil sample has a porosity of 40 percent. The specific gravity of solids is 2.70 . What is void…
A: Given- Porosity n=40% Specific gravity G=2.7 Void ratio=?
Q: The liquid limit (LL) of a soil has been found as 78% and the plastic limit ( PL ) as 37% .…
A: Given data: liquid limit (LL) = 78% plastic limit ( PL ) = 37% water content (W) = 56 %
Q: ple is pa content ty 2 gm particles
A: To find: void ratio, e
Q: If dry density, water density and specific gravity of solids of a given soil sample are 1.6 g/cc,…
A: Given data, For soil sample, Specific gravity = G=2.56 Yw= 1g/cc Dry density = Yd= 1.6g/cc Find out…
Q: If the soil sample is having porosity 50% and degrees of saturation at 90% then its percentage air…
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Q: B. ( A Soil Specimen has the following characteristics. % passing No.4 sieve = 85 % passing No.200…
A: Given, LL = 36% PL = 31%
Q: .A sample of clay soil has a liquid limit of 62% and its plasticity index is 32 percent. (1) What is…
A: Given data: the sample of clay has liquid limit (WL)= 62% plasticity index (Ip) = 32% natural state…
Q: A sample of the soil has following properties: Liquid limit= 45% Plastic limit = 25% Shrinkage limit…
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Q: A clay is found to have a liquid limit of 75%, a plastic limit of 45% and the shrinkage limit of…
A: Liquid limit, plastic limit, shrinkage limit, volume at liquid limit, volume at shrinkage limit and…
Q: A soil sample has 36 g of soil solids, 14 cm³ of voids, 11 g of water and specific gravity of soil…
A: Given- 36 g of soil solids, 14 cm3 of voids, 11 g of water and specific gravity of soil grains G =…
Q: A clay soil is found to have a liquid limit of 75%, a plastic limit of 45% and a shrinkage limit of…
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Q: A Soil sample has a porosity of 35%. The soil is 75% saturated and the specific gravity of soil…
A: Finding out void ratio,dry density,bulk density and moisture content.
Q: The given soil sample is having porosity value of 30% and degree of saturation 78%, then the…
A: given- porosity n=30%=0.30degree of saturation S=78%=0.78
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Q: The Torvane test is commonly used to measure the normal strength of soil (True or False) B) If a…
A: The Torvane test is a method used to determines the shear strength of cohesive soils. It uses a hand…
Q: If the proportion of soil passing 75 micron sieve is 30% and the liquid limit and plastic limit are…
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Q: A saturated sample of clay with a shrinkage limit of 22 has a natural water content of 35%. a. What…
A: Given data: Shrinkage limit = 22% Water content, w=35%
Q: a soil sample was determined to have a water content of 8% and a degree of saturation of 42%. After…
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Q: A soil sample with a grain specific gravity of 2.67 was filled in a 1000mL container in the loosest…
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Q: • For an undisturbed sample; Given that • Determine • Wet unit weight • Void ratio = 0.78 • Dry unit…
A: Void ratio- Itid the ratio of the volume of voids to the volume of solids of soil. Saturated unit…
Q: B. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing No.200…
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Q: Sre 3. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing…
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Q: Classify soil according to the plasticity diagram.
A: Soil ASoil B Soil CProperties49 %35%60%Liquid limit26%20%28%plasticity limit35%25%43% % Of…
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- The moist unit weights and degrees of saturation of a soil are given in the following table: Unit Weight (pcf) 119.04 123.86 S (%) 65 85 Determine the specific gravity of the soil solids. Determine the porosity of the soil in percent. Determine the void ratio of the soil in percent. Please answer this asap. For upvote. Thank you very muchA soil sample has 36 g of soil solids, 14 cm³ of voids, 11 g of water and specific gravity of soil grains is 2.6. Consider the following statements in this regard: a) The water content is 30.56 % b) The void ratio is 1.01 c) Degree of saturation is x 100 = 42.31% d) The porosity is 0.50 Which of these statements are correct?The consistency limits of a soil sample are:LL=52%, PL=35%, SL=17%. If a specimen of this soil shrinks from a volume of 10 cc at liquid limit to 6.1 cc at plastic limit, determine the specific gravity of solids. FIND THE Gs of solids.
- A soil sample has a porosity of 40% the specific gravity of solids 2.70, Calculate (a) void ratio (b) Dry density (c) Unit weight if the soil is 50% saturated (d) Unit weight if the soil is completely saturated.Let us assume that a soil sample taken in the field is taken and it must be identified by the SUCS Method and AASHTO Method. Moisture content = 5.75% Limit liquid = 53.5 Plastic limit = 31.6 Granulometry Sieve % Pass No. 4 100 # 40 68 # 200 54.3 Do you select the best answer? a) Inorganic silt and sand, with low plasticity b) Inorganic clay with low plasticity c) Clay silt, traces of gravel, dark BrownSubject is soils mechanics
- A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by Unified Soil Classification System. 1. Liquid limit = 29%. 2. Plastic limit = 19%. 3. Mechanical grain-size analysis:Please solve completeQ.1.A A soil specimen have void ratio (e) of 0.7, Gs 2.72. Calculate the total unit weight, dry unit weight, and water content at degree of saturation equals 75%. B. Classify the following soil using the USCS. Finer (%) 100 90 60 30 19 4 Sieve No. 4 No. 25 No. 50 No. 100 No. 200 12.5 mm (Diameter) (4.7 mm) (0.7 mm) (0.3 mm) (0.15 mm) (0.075 mm)
- B. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing No.200 sieve = 11 D60 = 2 mm D30 = 0.35 mm D10 = 70 μm L.L = 36% P.L = 31% D8 = 2 μm 1. Classify the specimen according to the Unified Soil Classification System (USCS). Assign the group name and the group symbol. 2. Determine the soil activity. 3. Determine the soil Liquidity index and consistency index if we = 26%. JQ3: Select the correct answer: 1. A soil sample has a specific gravity of 2.6 and a void ratio of 0.832. The water content required to fully saturated the soil at that void ratio will be: a. 42%. b. 62 %. c.32% d. 22% 2. The ratio of the volume of voids to the volume of solids of soil is: a. Void ratio. b. Air content c. Degree of saturation. d. Porosity. 3. The void ratio of the soil in its loosest condition а. етах- b. emin. с. еn d. e. 4. At fully saturated dry soil, Vw=Vv (S =1). a. True. b. False 5. A soil sample has a specific gravity of 2.6 and the water content is 0.32 required to fully saturated the soil at that void ratio will be: a. 0.832. b. 0.62. c.0.32 d. 0.22soil. PROBLEMS a specific gravity of 2.74, have degrees of saturation of g5 90, 95, and 100%. Determine the unit weight for each of the four samples. 3.2 A cubic foot of soil in its natural state weighs 113 lh: after being dried it weighs 96 lb. 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…