If a soil sample has a total mass of 221g, a dry soil mass of 128g, a specific gravity of 2.7 and a 27% degree of saturation, determine the total volume and the porosity of the specimen.
Q: A soil has a dry unit weight of 17 kN/m³ and a void ratio of 0.60. a. Evaluate the specific gravity…
A: The Step by Step Solution is Given Below.
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 has a void ratio of 0.6. Calculate the porosity of the soil.
A: Given A soil sample of, Void ratio (e) = 0.6 Porosity (n) = ?
Q: The following data are given for a specimen of soil: M= 221 g, Ms = 128 g, Gs = 2.7, Sp = 75%.…
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Q: An undisturbed soil obtained from a test pit 0.063 m3 in volume in found to have a wet weight of…
A: Given information:
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Q: A soil sample has a moisture content of 18%. If its dry unit weight is 14.5kN/m^3 and the specific…
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Q: A soil sample has an initial unit weight of 16.7 Kilo-Newton per cubic meter with a saturation of 18…
A: Given data in question Degree of saturation Unit weight To find out Void ratio Specific gravity
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A: Given: The volume of undisturbed soil VT is 1 ft3. The dry weight Md, is 107 lb. The specific…
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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.
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A: Void ratio to be find out Soil is collected from below ground water table . therefore soil is fully…
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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 sample has a unit weight of 105.7 lbs/ft3 (pcf) and a saturation of 50%. When its saturation…
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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: The mass of a moist soil sample having a volume of 0.0057 m3 is 10.5 kg. The moisture content (w)…
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Q: An unsaturated soil sample with the dimensions of 0.1 m x 0.1 m x 0.1 m has a weight = 0.02 kN and…
A: The value given in the question are as follows: Side of soil sample cube(a)=0.1 m Weight of soil…
Q: 6. A soil sample of diameter 37.5 mm and length 75 mm has a wet weight of 1.32 and dry weight of 1.1…
A: Given that, diameter of soil sample = 37.5 mm length = 75 mm wet weight = 1.32 N dry weight = 1.1 N…
Q: A saturated sample of undisturbed clay has wet mass of 700g. The sample has a total volume of 425…
A: Given data: Wet mass of the soil sample (Msat) = 700g The volume of the soil sample (V)…
Q: A sample of soil obtained from a borrow pit has a wet weight of 42 lb. The total volume occupied by…
A: A sample of soli obtained from a borrow pit wet weight = 42 lbThe total volume occupied by the…
Q: A Saturated soil sample has a volume of 45 cm³3 at the liquid limit. If the soil has a liquid limit…
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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 =…
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Q: A soil sample has a field unit weight of 1800kg/m³ and the unit weight of soil particle is…
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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: 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
Q: Laboratory test shows that a soil sample has emax = 0.85 and emin = 0.55. If the porosity of the…
A: Problem : 5 Laboratory test shows that a soil sample has emax = 0.85 and emin = 0.55. If the…
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Q: The absolute specific gravity of a soil sample with the saturated unit weight and dry unit weight…
A: given- saturated unit weight γsat=20 kN/m3dry unit weight γd= 15.69 kN/m3moisture content w=22%void…
Q: A soil sample having a void ratio 1.1, water content 55% and a specific gravity 2.6 is in a state of
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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 saturated sample of undisturbed clay has a wet mass of 700 g. The sample has a total volume of 425…
A:
Q: The following tabulated data shows laboratory results of a soil sample tested for its atterberg…
A: (a) The formula to calculate the plastic limit is given by, Plastic limitwp=Weight of container+ wet…
Q: An undisturbed sample of clayey soil is found to have a wet weight of 285 N, a dry weight of 250 N,…
A: Given- wet weight-Wwet=285 Ndry weight-Wdry=250 Ntotal volumeVT=14×103 cm3G=2.70 It is needed to…
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 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: With the aid of the above equations, compute for the dry unit weight, void ratio and relative…
A: Given:- The mass of the sample = 1830 g The volume of the sample = 0.001 m3 The specific gravity of…
Q: A soil sample having a volume of 1 x 10^-3 m^3 has a mass of 1950 grams and moisture content of 10%.…
A: To determine: dry density, void ratio and degree of saturation of the given soil Given, Volume…
Q: A moist soil sample has an initial void ratio, e=1.6. The dry mass of the soil is 85 gm, and the…
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Q: The following data are obtained for a soil specimen: Mt=221gm, Ms=128gm, Gs=2.70 and S=75%. Find the…
A: Given: The total mass of the soil (Mt) is 221 gm. The mass of the dry soil (Ms) is 128 gm. The…
Q: 2. A soil sample has a unit weight of 16 kN/m^3 and a saturation of 40%. When the saturation is…
A: Given data in question Unit weight is 16 kN/m3 when S = 40% Unit weight is 120 kN/m3 when S = 90%…
Q: A soil sample has a unit weight of 1.9 g/cc and w=12%. If Gs of solids is 2.65, determine the degree…
A: Determine the degree of saturation and porosity in percent.
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- A 165 cc sample of weight soil has a mass of 285 g when it is fully saturated. When it is oven dried, the mass 240 gram. Compute the dry unit weight and porosity.If the soil sample has a specific gravity of 2.71 and a porosity of 0.345, determine the saturated unit weight and the bouyant unit weight.A cylindrical soil sample prepared for laboratory testing has a diameter of 71 mm, a height of 142 mm, and weighs 10.675 x 10-3 kN. If the degree of saturation is 93% and the specific gravity of soil solids is 2.71, determine: void ratio water content water content under fully saturated condition
- A soil sample has a total mass of 23.3 g a volume of 12 cm³, an oven-dry mass of 21.2 g, and a specific gravity of 2.5 for the solids. The void ratio of the specimen is:The non-disturbed clay soil sample has a weight of 280 N, a dry weight of 245 N, and a total volume of 14 * 1000 cc. If the specific weight of the soil is 2.7, calculate the water content, void ratio, porosity, and degree of saturation.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 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.A saturated soil sample has a volume of 25 cm^3 at the liquidlimit. If the soil has liquid limit and shrinkage limit of 42 % and20% respectively, determine the minimum volume which canbe attained by the soil specimen. Take G = 2.72A 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.
- For a soil sample, the wet unit weight is 120 lb/ft3, and the moisture content is 20%. What is the dry unit weight of this soil sample?An undisturbed soil sample has a dry mass of 62.5 kg and an in situ or in groundvolume of 0.039 m³. The specific gravity of the soil particles is 2.71.Determine the void ratio, e and the porosity,A saturated sample of undisturbed clay has a wet mass of 700 g. The sample has a total volume of 425 cm3. When dry, the soil mass is 450 g. What is the specific gravity of the soil solids?