Which the following is a functional relation connecting the value of specific gravity, among voids ratio, water content and degree of saturation? eG W = S, wG (A) (B) S, (C) (D) G%3=
Q: If porosity is 0.3 find void ratio.
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Q: The soil with specific gravity (Gs) of 2.61 has a water content of 45%. The void ratio is 0.67, and…
A: Given that Dry density = 16kN/m3 void ratio e = 1.67
Q: Determine void ratio If porosity value is 0.66
A: Given data : The value of Porosity (n)=0.66 Porosity is ratio of volume of void upon total volume of…
Q: Q9) The saturated clay sample put into the wax with unit density of 0.8gm/cm³ and its weight 8gm.…
A: Density of the waxγwax=0.8 gm/cm3 and mass of wax Mwax=8 gmvolume of wax=mass density=80.8=10…
Q: Find the voieds ratio, porosity , degree of Saturation, Total density eof Soil Sample hus volume ol…
A: Given data in question Total volume = 100 cm3 mass =200 gm Volume of solids 60 cm3 volume of water…
Q: Q-14: A soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…
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Q: Determine The: 1- Porosity. 2- Solidity. 3- Solid density. of a brick clay sample (240x115x75mm),…
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Q: Determine the value of degree of saturation Specific gravity32.7 void ratio=0.34 water content=0.23
A: Given, Specific gravity, G = 2.7 Void Ratio, e = 0.34 Water content, w = 0.23 To determine: degree…
Q: The void ratios at the densest, loosest and the natural states of a sand deposit are 0.2, 0.6 and…
A: Given data : Void ratio in loosest state (emax)=0.6Void ratio in densest state (emin)=0.2Void ratio…
Q: Determine the value of porosity if void ratio is 0.262
A: The given question is related with geotechnical engineering . In this question we are provided with…
Q: A soil sample has a porosity of 40% then what will be the value of void ratio? (A) 0.667 (C) 0.6 (B)…
A: Given data : Porosity (n)=40%
Q: Determine the value of void ratio if porosity 0.423
A: Introduction : The given question is related with soil mechanics . In this question we are provided…
Q: e relation between the degree of saturation, the void ratio and the water content ?
A: The ratio of volume of void to volume of solids is termed as voids ratio. It is expressed as e. The…
Q: Explain the Two terms, void ratio and porosity. Also express a relationship between the volumes in a…
A: Void ratio : Its is defined as the ratio of volume of void in soil to the volume of solids in soil.…
Q: How to solve 9.4
A: (a) It is required to determine the dry unit weight of soil in layer 1. Here, Gs is the specific…
Q: A cube soil sPecimen of dimensions loem X locm xlocm has Mass ofl.9o kg and water conten t We = )5 %…
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Q: Determine the value of void ratio if porosity is 0.402 a:0.65 b:0.69 c:1 d:0.67 e:None of the above
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Q: compressible stratum is 6 m thick and its void ratio is 1.70. If the final void ratio after the…
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Q: Determine void ratio if, water content 40%, specific gravity of soil solids 2.7 Degree of saturation…
A: The question is of geotechnical engineering subject . In this question we are provide with value of…
Q: If the volume of voids is equal to the volume of solids in a soil mass, than the values of porosity…
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Q: PROBI 3.1 Four soil samples, each having a void ratio of 0.76 and a specific gravity of 2.74, have…
A: Since you have posted multiple questions we will solve only the first question.... Kindly repost the…
Q: The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25…
A: Given data : Initial pressure σ1=25 tonnes/m2Final pressure σ2=50 tonnes/m2Initial void ratio…
Q: Void ratio is defined as e = VVs, where V, is the volume of the voids, and V, is the volume of the…
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Q: 2. A sample of saturated clay was placed in a container and weighed weight was 6N. The clay in its…
A: As per our guidelines we are supposed to solve only 3 subparts if multiple subparts are asked .…
Q: - What are the respective values of void ratio, porosity ratio and saturated density (in kN/m³) for…
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Q: A soil profile is shown in the figure below. A uniformly distributed load, Ao is applied at the…
A: Please find attached images for solution. Thank You!…
Q: Determine void ratio if value porosity=0.5
A: Void Ratio(e)= It is the ratio of volume of voids to the volume of soil solids. Porosity(n)= It is…
Q: Situation 1 - The void space in a soil samp The dry unit weight is yd = 14.5 k Determine the…
A: We knowusing equation :γd=γwG1+e14.5=2.729.811+ee=0.84
Q: Find the value of Porosity if void ratio is 0.69
A: Given data : The value of porosity=n n=0.69 To find : Void ratio
Q: In a saturated soil mass, if Gs=2.75, water content 60% the void ratio will be? a. 0.62 b.…
A: Given data in question Specific gravity Water content Saturated soil mass To find out Void ratio…
Q: Determine the void ratio if porosity 0.137
A: The given question is related with geotechnical engineering . In this question we are provided with…
Q: Derive relation between void ratio and porosity and draw graph for degree of saturation.
A: Void ratio denoted by (e) And porosity is denoted by (n)
Q: Q4-B: A natural soil deposit has a water content of 6% and bulk density of 1.7g/cm³. If Gs-2.67,…
A: Given data Water content(w1) = 6% Bulk density (yb1) = 1.7 g/cm3 Specific gravity (G) = 2.67
Q: A soil sample has a bulk unit weight of 17.5 kN/m^3 at a water content of 10.1%. Use Gs=2.58…
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Q: Problem 1.2 A soil has a bulk density of 1.91 Mg/m and a water content of 9.5%. The value of G, is…
A: In natural soil, the soil consists of solids. water, and air. These can be shown by the phase…
Q: SITUATION 4 Given the void ratio of a soil is 0.85. What is the percentage error of the bulk unit…
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Q: PROBLEM 1 Derive an expression for void ratio (e) in terms of the total weight (W), total volume…
A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…
Q: You are a project Engineer on a site. You receive a laboratory report with tests performed on marine…
A: The given data is shown below: Unit weight of the soil,γ=18.4 kN/m3Unit weight of solid,γs=26.1…
Q: 4. The construction of a 10m x 10m square water tank in a residential neighbourhood has been…
A: Tank size = 10 m × 10 mH = Thickness of clay layer = 6 m
Q: A moist sample weights 0.55 N, it's volume is 35 cm3 , after drying it in an oven for 2 hrs, it…
A: Given that Volume of soil sample = 35 cm3 Bulk weight of soil sample = 0.550 N Dry weight of soil…
Q: During a coi lest, a sample a pressure increment of 200 kN/m2. When equilibrium is reached, the…
A: Question is based on the consolidated test performed on the soil. Layer thickness, Final thickness…
Q: A soil layer of 5 m thickness considered to be ultimately settled, when it's thickness became 4.3 m…
A: Given data, e0= 0.75, e100= 0.25, et= 0.6, ∆H = 5 – 4.3 = 0.7 m, ∆h = ?
Q: A soil specimen has a total volume of 70 cm3 and a total mass of 135.5g. After complete drying in an…
A: V = 70 cm^3 Wet weight W1 = 135.5 g Dry weight W2 = 122 g Gs = 2.60 Void ratio e = ?
Q: An earthen embankment under construction has a total unit weight o f 99.9 lb/ft3 and a moisture…
A: Given :-Total unit weight of Earth rd=99.9 lbft3moisture content W%=10%∵The total unit…
Q: Problem (3) The hydraulic conductivity of a sand specimen at a void ratio of 0.55 is 0.051cm/sec.…
A: Given data: k0.55=0.051 cm/sk0.7=?
Q: A soil profile is shown in the figure below. A uniformly distributed load, Ao , is applied at the…
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Q: One of the methods in measuring bulk volume for porosity measurement is direct calculation. By using…
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Q: Determine the compression index and expansion index Please show graph
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- Given following data, calculate a. Volume of measure b. Bulk density c. Absorption d. Void contentAn earthen embankment under construction has a total unit weight o f 99.9 lb/ft3 and a moisture content of 10 percent. Compute the quantity of water required to be added per 100 ft3 of earth to raise its moisture content to 14 percent at the same void ratio.A soil specimen has a total volume of 70 cm3 and a total mass of 135.5g. After complete drying in an oven, the specimen has a mass of 122.0g. The Gs is 2.60. Determine the void ratio. Report your answer to three significant figures, and draw the full phase diagram.
- The given values are as follows: The specimen's e=0.46 length of soil specimen=450mm constant head difference=700mm Water collected in 3 minutes =3.54x10-4 m3 Area=2.26x10-3 m2 1) Find the coefficient of permeability (Ans. 2.012 m/hr) 2) Find the discharge velocity (Ans. 0.052 m/min) 3) Find the interstitial velocity (Ans. 0.165 m/min)Determine the coefficient of permeability in mm/s from the following data:Length of sand sample = 25 cm;Area of cross section of the sample = 30 cm2; Head of water = 40 cm; Discharge = 200 ml in 110 s a.0.3788 b.0.750 c.0.106 d.1.23 x 10^(-2)Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.70 and a value of Gs = 2.72. Calculate also the unit weight and water content at a degree of saturation of 75%.
- From the constant head permeability test arrangement shown, the following values are given: Void ratio of specimen = 0.46 Length of Soil Sample = 450mm Constant head difference = 700mm Water collected in a period of 3 min = 0.000354 m3 Cross-sectional Area of Soil Sample = 0.00226 m2 Determine the coefficient permeability in m/hour (Ans: 2.102 m/hr) Compute the discharge of velocity in m/min. (Ans: 0.052 m/min) Compute the seepage velocity in m/min. (Ans: 0.165 m/min)A natural deposit of soil was found to have a water content of 27% and to be 88% saturated. Gs=2.7.Calculate (a) the void ratio, e; (b) the porosity, n; and (c) the dry density, ρd. (use kg/m^3 for density units). Include phase diagrams.Question 30 The data from a falling head test is shown. Diameter of standpipe: 6 cm. Initial Head: 90.4 cm. Duration of test: 18 min. Length of soil sample: 30.35 cm. Diameter of permeameter: 44 cm. If the soil permeability is 0.0038 cm/min, determine the final head (in cm.) of the permeability test. Round off to two decimal places.
- A sample of saturated clay was placed in a container and weighed. The weight was 6N. The clay in its container was placed in an oven for 24 hours at 105˚C. The weight reduced to a constant value of 5N. The weight of the container is 1N. If Gs = 2.7, determine: a) Water Content b) Void Ratio c) Bulk Unit Weight d) Dry Unit Weight e) Effective Unit WeightA soil sample collect near the stadium has a volume of 0.05 m3 and a mass of 87.5 kg. Assume the water content is 15% and the specific gravity of solids (Gs) is 2.68. Draw a block diagram showing all the necessary mass and volume terms. Use the mass and volume values computed above to compute: Void ratio Porosity Dry unit weight in units of kN/m3 Moist unit weight (unit weight of the sample) in units of kN/m3 Degree of saturationA soil sample has a bulk unit weight of 19.8 kN/m3 at a water content of 10%. Don't assume the value of Gs Determine the following: SHOW COMPLETE SOLUTION UPVOTE GUARANTEED a. Void ratio b. Air content c. Specific gravity of the soil solids.