A soil sample has void ratio of 0,49, water content 50% specific gravity of soil 2.7. Determine porosity, Degree of saturation
Q: Determine the moisture content, unit weight, specific gravity of solids, void ratio, degree of…
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Q: A partially-saturated soil sample has natural moisture content of 25% and bulk unit weight of 18.5…
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Q: a soil sample has a unit weight of 120 pcf and a degree of saturation of 65%. When its degree of…
A: Determine the saturated unit weight of the soil sample in pcf
Q: A 165 cc sample of weight soil has a mass of 285 g when it is fully saturated. When it is oven…
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Q: A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in…
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Q: A 100% saturated soil has a void ratio of 1.33 and a water content of 48%. Find the unit weight of…
A: We have to find the value of unit weight of soil as per the given data in the question and unit…
Q: A soil sample has a mass of 129.1 g and a volume of 56.4 cm . Mass of the soil grains is 121.5g. The…
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Q: A soil sample has a total unit weight of 16.9 kN/m³ and a void ratio of 0.84. The specific gravity…
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Q: Determine the relative density of a soil sample if its void ratio in the loosest condition is 0.63…
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Q: Determine the Plasticity Index of soil based on the test results provided below: Wp =25%, w = 54%,…
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Q: A dry soil is mixed with 17% by mass with water and compacted. The volume of wet soil is 0.001 m3…
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Q: The wet unit weight of a soil sample is 18.55 kN/m3 It sspecific gravity of solids and its water…
A: We will use basic formulas.
Q: An undisturbed soil sample in saturated condition has a void ratio of 0.78. Its Specific gravity is…
A: To determine the water content, saturated unit weight and the dry unit weight of soil with given…
Q: A soil sample has water content of 10%and wet unit weight of 20KN/M3.If the specific gravity of…
A: Solution: Given data: water content=10%Unit weight=20 kN/m3specific gravity=2.7 (a) Dry unit weight…
Q: A sample that was taken from a hole has a total weight of 275 grams and after oven drying it weighs…
A: We knowWdry=Wwet1+w235.5=2751+ww=16.77%
Q: A saturated soil sample has the following data: Water content = 34% Voids ratio = 0.92 a) Sp.gr of…
A: Given Data : water content, w = 34% = 0.34 Void ratio, e = 0.92 To find : a) Specific gravity of…
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: 1. A soil sample has a specific gravity of 2.67 with moisture content of 25% and degree of…
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Q: A soil has unit weight of 21 kN/m3 with moisture content of 10%. If the saturated unit weight of the…
A: Unit weight of soil=21 kN/m3, Moisture content(w)=10%, Saturated unit weight of sample=22.3 kN/m3
Q: A soil sample has a moisture content of 32%, while its degree of saturation and moist unit weight is…
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Q: A saturated soil specimen has w = 36% and ᵞd = 85.43 lb/ft3. Determine: Specific gravity of soil…
A: Specific gravity of soil solids : G=e/w w = 36% ᵞd = 85.43 lb/ft3 γw=62.4 lb/ft3
Q: Determine void ratio of soil given porosity is 0.35
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Q: 1-b) A soil sample has a porosity of 40% and the specific gravity of solids is 2.70. Calculate the…
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Q: A saturated soil sample, weighing 178 g has a volume of 96 cc. If the specific gravity of soil…
A: The porosity is defined as the ratio of the volume of voids to the total volume of the soil. n =…
Q: An undisturbed sample of clay is found to have a wet weight of 63 lb, a dry weight of 51 lb, and a…
A: The given data is shown below:
Q: A soil sample has moist unit weight equal to 16.5 kN/m³², water content of 15%, and specific gravity…
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Q: For a given soil sample it has a sp.gr. of 2.74, moisture content of 16.6% and a moist unit weight…
A: The answer is found to be Porosity =33.33% For explanation please refer the attached solution,…
Q: A soil sample has moisture content of 30% and degree of saturation of 45%. The solids have specific…
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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: If the water content of a fully, saturated soil mass is 100%, then the voids ratio of the sample is…
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Q: The critical hydraulic gradient for a soil sample is equal to 1.02. The specific gravity of soil…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: A partially-saturated soil sample has natural moisture content of 25% and bulk unit weight of…
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Q: A saturated soil sample has a volume of 23 cm3 at liquid limit. The shrinkage limit and liquid limit…
A: The given data is as follows: Volume of saturated soil sample at liquid limit=23 cm3Shrinkage…
Q: A soil sample has a porosity of 41%, a moisture content of 15.2% and a specific gravity of 2.65.…
A: Given data- moisture content, w=15.2%porosity, n=41%specific gravity, G=2.65
Q: A sample of saturated soil has a water content of 35%. The specific gravity of solids is 2.65.…
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Q: A soil sample has a unit weight of (1.9gm/cc) and the water content=12%, if Gs=2.65, determine: dry…
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Q: A soil sample has a porosity of 41%, a moisture content of 15.2% and a specific gravity of 2.65…
A: Given data : Moisture content (w%)=15.2%porosity (n%)=41%Specific gravity (GS)=2.65
Q: A soil sample has a void ratio of 0.67. Find the ratio between discharge velocity and seepage…
A: Solution; Given that; Void ratio (e)=0.67
Q: A soil sample has a unit weight of 105.7 pcf and a degree of saturation of 50%. When the saturation…
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Q: A soil sample has a unit weight of 1,825 kg/m^3.t weighs 1,730 kg/m 3 when dry. The unit weight of…
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Q: An undisturbed soil sample has a dry mass of 59 kg and an in situ (in-ground) volume of 0.035 m3.…
A: Following is the given information: Dry mass of undisturbed soil sample = 59 kg In situ (in-ground)…
Q: A A soil sample has a void ratio of 0.81, degree of saturation of 84 % and specific gravity of 2.71.…
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Q: * Thickness and CBR value for 1 meter of subgrade soil are as follows:
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Q: A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in…
A: Given data of soil sample Void ratio ( e ) = 1.3 Water content = 50 % = 0.5 Specific gravity ( G…
Q: A soil sample has the following data: degree of saturation 42%, void ratio 0.85, specific gravity of…
A: Given :- degree of saturation (s) =42% void ratio (e) =0.85 Specific gravity of solids (G) =2.74
Q: A soil sample has a porosity of 41%, a moisture content of 15.2% and a specific gravity of 2.65.…
A: Given data Porosity Moisture content Specific gravity
Q: A soil sample has a unit weight of 15 KN/m^3, when oven-dried completely, the soil sample has a unit…
A: given Since the dry unit weight of soil is lesser than the bulk unit weight.dry unit weightγd=15…
Q: For a soil sample void ratio found to be 20 %, volume of soil solid is 20mm³. Find volume of void of…
A: Given Data,Volume of soil solid,Vs=20 mm3Void ratio,e=20%=0.2
Q: A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in…
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Q: A soil sample has a void ratio of 0.82 moisture content of 15% and a specific gravity of 3.82.…
A: We know the relation for Dry density:γdry=Gγw1+eγdry=3.829.811+0.82γdry=20.5902KNm3
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- Your soil sample has a specific gravity of 2.65 and a void ratio of 0.92. If the unit weight is 15.3 kN/m² find the water content and degree of saturation.A soil sample has a total unit weight of 16.9 kN/m³ and a void ratio of 0.84. The specific gravity of solids is 2.70. Determine the degree of saturation and the moisture content of the soil.Determine the moisture content, unit weight, specific gravity of solids, void ratio, and degree of saturation of the given data below from a soil sample.
- A sample of soil determined to have a void ratio of 1.01, moisture content of 22.0%, and specific gravity of 2.70. Calculate wet unit weight, dry unit weight, porosity and specific gravity.A 280 cc soil sample has a wet mass of 525 grams, moisture content of 20% and Gs = 2.72. Determine the following: a.) The dry unit weight of the soil. b.) The voids ratio of the soil. c.) The degree of saturation of the soil.A soil sample has a unit weight of 15 KN/m^3, when oven-dried completely, the soil sample has a unit weight of 20 KN/m^3 and a Specific Gravity of 2.65. Determine the following: Void Ratio, Porosity, Saturation, Water Content, Saturated Unit Weight.ASAP
- A soil sample has a total unit weight of 1.73gms/cm3 and a void ratio of 0.84. The specific gravity of soil particle is 2.7. Determine the moisture content, dry unit weight and degree of saturation of the sampleA soil sample has water content of 10%and wet unit weight of 20KN/M3.If the specific gravity of solids is 2.7.Determine a)dry unit weight b)void ratio c)degree of saturationAn undisturbed soil sample has a void ratio of .56, water content of 15%, and specific gravity of solids of 2.64. Find the wet and dry unit weights in lb/ft3, porosity, and degree of saturation. Assume a total volume of 1 ft3.
- An undisturbed soil sample in saturated condition has a void ratio of 0.78. Its Specific gravity is 2.71. Determine the water content, saturated unit weight and dry unit weight.An undisturbed sample of clay is found to have a wet weight of 63 lb, a dry weight of 51 lb, and a total volume of 0.50 ft3. If the specific gravity of soil solids is 2.65, determine the water content, void ratio, and degree of saturation.A soil specimen having a volume of 0.012 m3 has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. Compute its void ratio.