Weight of water for the saturated soil, Ww Water content, wc Void ratio, e Porosity,n
Q: The moist unit weight of a soil is 119.5 lb/ft3. For a moisture content of 12% and Gs = 2.65,…
A: Given Dataunit weight of soil=γ=119.5 lb/ft3unit weight of water=γw=62.43 lb/ft3water content…
Q: In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven-dry weight…
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Q: The wet mass of 0.1 m3 of soil is 12.5 kg. If the moisture content is 14% and the specific gravity…
A: determine the following:(a) Dry unit weightb) Void ratioc) Porosityd) Degree of saturatione) Volume…
Q: a unit weight of soil is 15.10kN/m^3. the moisture content of this soil is 17% when the degree of…
A: At 17 % moisture content , & 60 %degree of saturation . r=15.1 KNm3⇒G+Se rw1+eS.----1Also ,…
Q: The moist unit weight of a soil is 119.5 lb/ft*3. For a moisture content of 12% and G=2.65…
A: The given data is: The moist unit weight of a soil=119.5 lb/ft*3 moisture content=12% G=2.65
Q: The unit weight of soil is 15.10 kN/m3. The moisture content of this soil is 17% when the degree of…
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Q: Determine the degree of saturation, void ratio. d water content for the soil as it existed in its
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Q: 5. For an undisturbed soil, the total volume is 5.1 ft3, the moist weight is 601 Ib, the dry weight…
A: As per guidelines we need to answer only first question so please repost rest questions separately.…
Q: The total unit weight of the glacial outwash soil is 5 kN/m3. The water content in the soil is 17%.…
A: given- unit weight γ=5 kN/m3water content w=17%
Q: The porosity of the soil is 0.35 and its moist unit weight is 17.5 kN/m3. The specific gravity of…
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Q: The moist unit weight of a soil is 16.5 kN/m. Given that the w = 15% and G, 2.70, find: (1) Dry unit…
A: The given question is associated with Geotechnical engineering . In this question the data of water…
Q: A soil has a water content of 25% and a degree of saturation of 82%. Compute the sp.gr. of the soil…
A: Given data, Water content= w = 25% Degree of saturation= s = 82% Dry unit weight= Yd= 14.23kN/m3…
Q: The moist unit weight of the soil taken from the field is 1800kg/m3 and the moisture content is…
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Q: . Drive an expression for p in terms of porosity (n) and the water content (w) for: a. a fully…
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Q: A saturated unit weight of a soil is 20.1kN/m*3 at a moisture content of 22%. Determine (a) the dry…
A: The dry unit weight
Q: Coefficient of permeability of soil O(A) Does not depend upon temperature O(B) Increases with the…
A: Coefficient of Permeability is inversely proportional to viscosity . Viscosity is inversely…
Q: soil sample has a water content of 18% and a wet unit weight of 118.5 lb/ft3. The specific gravity…
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Q: meter
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Q: The unit weight of soil is 15.1kN/m3 The moisture content of this soil is 17% when the degree of…
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Q: A 100% saturated soil has a dry unit weight of 15.80 kN/m3 and its water content is 26%. Find the…
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Q: The wet unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the solids specific…
A: Given data Unit weight Moisture content Specific gravity
Q: The total unit weight of the glacial outwash soil is 16 kN/m3. The specific gravity of the solid…
A: '
Q: The total unit weight of the glacial outwash soil is 16 kN/m3. The specific gravity of the solid…
A:
Q: 5. For an undisturbed soil, the total volume is 5.1 ff3, the moist weight is 601 Ib, the dry weight…
A: As per guidelines we need to answer only first 3 subparts of question so please repost rest…
Q: The ratio of saturated unit weight to dry unit weight of dry unit weight is 1. If the specific…
A: To find - void Ratio, e
Q: A soil has a bulk density of 22 kN/m³, water content 10%, the dry density of soil is -
A: given- bulk densityγb=22 kN/m3water content w=10%
Q: In natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven dry weight of…
A:
Q: The dry unit weight of soil at zero air voids is equal to 19.32 KN/cu.m. The soil has a water…
A: To Find :- Specific gravity Void ratio Porosity
Q: A specimen of silty soil has a bulk density of (18 kN/m3) and a moisture content of :(13%) determine…
A: Given data- Bulk density = 18 KN/m3 Moisture content = 13% G = 2.68
Q: The saturated unit weight of a soil is 126 lb/ft. The moisture content of the soil is 18.2%.…
A: Given data: γsat=126 lb/ft3w=18.2%
Q: a saturated clay soil has a moisture content of 40%. given that Gs 2.73 determine the following…
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Q: The saturated unit weight of a soil is 20.3 kN/m3 at a moisture content of 24%. Determine (a) the…
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Q: . The dry unit weight of soil at zero air voids is equal to 19 kN/m³. The soil has a water content…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: The moist weight of 0.10ft^3 of soil is 12.2 lbs. If the moisture content is 12% and Gs is 2.72.…
A: Given: The volume of soil is 0.10 ft3. The moist weight of soil is 12.2 lb. The moisture content is…
Q: The moist weight of 28.3x10^-3 cu.m of soil is 60kn. If the moisture content 15%, and the specific…
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Q: The moist unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the specific…
A: Given data, Moist unit weight = 17.8 kN/m3 Moisture content w = 14% Specific gravity G = 2.69 a.…
Q: 14. If the natural water content between plastic limit and liquid limit ,the soil mass is in Dloctic…
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Q: The saturated unit weight and the water content in the field are found to be 18.55 kN/m3 and 33%,…
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Q: A soil has a bulk density of 20 kN/m³ and water content of 25%. The dry density of the soil would…
A: Given that : Bulk density of the soil γb = 20 kN/m3 Water content ω =25 % =0.25 Dry density of the…
Q: In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven-dried…
A:
Q: The porosity of the soil is 0.35 and its moist unit weight is 17.5 kN/m3.the specific gravity of the…
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Q: In saturated fine-grained soils, how does the high pore water pressures develop?
A: The presence of water in the voids of an element exerts pressure on the soil mass, known as the pore…
Q: 2. A saturated soil has a saturated weight of 19.68 kN/m³. Its moisture content is 25%. Determine…
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Q: Q2 In its natural state, a moist soil has a volume of 9.34 x 10-3m' and weighs 177.6 x 10 KN. The…
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Q: The hydraulic conductivity of a clayey soil is 4 x 10^-7 cm/sec. The viscosity of water at 25 deg C…
A: Given data, k = 4×10-7 cm/sec γ25 = 0.0911×10-4 g.sec/sq.cm γw = 1 g/cm3
Q: The moist unit weight of a soil is 17.8 kN/m and the moisture content is 14% If the specific gravity…
A: Dry unit weight is the unit weight of soil in dry comdition. Void ratio is volume of void per unit…
Q: For the given soil, the following are known: Gs=2.74, moist unit weight is 20.6 kN/m3 , and moisture…
A: Thank you for the question . As per honour code we are allowed to answer three subparts at a time so…
Q: For a soil, given: void ratio 0.81, moisture content 21%, and G, - 2.68. Calculate the following: a.…
A: Given data, Void ratio= e = 0.81 Water content = w = 0.21 Specific gravity= G= 2.68
Q: A saturated soil has a unit weight of 130 lbs/ft3. The unit weight when dry is 110 lbs/ft3. Solve…
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Q: The moist unit weight of a soil is 119.5 lb/ft3. For a moisture content of 12% and Gs = 2.65,…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
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- Subj- civil Q. An undisturbed soil sample that is cylindrical in shape and measures 3 in (76.2 mm) in diameter by 6 in (152.4 mm) in length after oven drying weighs 2.57 lb (1.166 kg bulk) as opposed to 3.04 lb (1.38 kg mass). What are the densities and the weights in (a) wet and dry units? Additionally, find out the moisture content.2A sample of soil obtained from a borrow pit has a wet weight of 16 kg.The total volume occupied by the sample when in the ground was8490cm. A small portion of the sample is used to determine the watercontent. The wet sample weighs 150g. After drying, it weights 125g (a) What is the water content of the sample?(6) Determine the wet and the dry unit weights of the soil in the borrowpit.Refer to Problem 3.8. Determine the mass of water (in kg) to be added per cubic meter (m3) of soil fora. 90% degree of saturationb. 100% degree of saturation 3.8 The dry unit weight of a soil sample is 14.8 kN/m3. Given that Gs = 2.72 and w = 17%,determine:a. Void ratiob. Moist unit weightc. Degree of saturationd. Unit weight when the sample is fully saturated
- A sample of soil obtained from a borrow pit has a wet weight of 42 lb. The total volume occupied by the sample when in the ground was 0.34 ft3. A small portion of the sample is used to determine the water content. When wet, the sample mass is 150 g; after drying, 125 g. (a) What is the water content of the sample? (b) Determine the wet and the dry unit weights of the soil in the borrow pit.Can u solve ?(readable) A soil specimen is 38 mm in diameter and 76 mm long, and in its natural conditionweighs 168.0 g. When dried completely in an oven, the specimen weighs 130.5 g. The value ofGs is 2.73. What is the degree of saturation of the specimen?A saturated soil sample has a unit weight of 19.24 KN/m3 and Gs = 2.70. Find Ydry, e, n,and w. 6 decimal places for the solution please
- Calculate the CEC (m.e./100g soil) using the following given miliequivalent weights obtained from a 25g soil sample (a. Ca++= 2.23 m.e; b. Mg++=1.32 m.e.; c. Na+= 1.98 m.e.; d. K+= 1.87 m.e.; e. H+= 1.27 m.e.; f. Al+++= 0.11 m.e.; g. NH4+= 2.3 m.e.; h. NO3-= 1.5 m.e.A soil sample has a volume of 29cm^3 and a mass of 45.5 g in its natural state in the field. After drying the mass of the sample reduced to 32g. if specific gravity of solids is 2.66. find a) water content b)Vs, Va, Vw c)void ratio d) Vw in 1m3 if the soil was fully saturatedIn a constant head test, the sample of sand was collected 150 cm3 of water in just two minutes. The diameter is 5.08 centimeters, the length was 10 centimeters, and the head was maintained at 20 cm. 1) Determine the coefficient of permeability (Ans. 3.08 x 10-2 cm/s) 2) Determine the kind of soil (Ans. Coarse Sand) 3) Determine the interstitial velocity if n=0.3 (Ans. 0.21 cm/s)
- A saturated soil sample (S=100%) contains 28 g of soil solids and 22 g of water. The void ratio is 2.2. Calculate the following Water content (w), = porosity (n) = total (wet) density (ρT) = ____ g/cm3 dry density (ρd ) = ______ g/cm3 total unit weight (γT ) = ______ kN/m3 and specific gravity (Gs) of the soil solids = Adjust your answer to TWO decimal places. Provide step by step solution.A soil sample has a unit weight of 1.9 g/cc and w=12%. If Gs of solids is 2.65, determine the volume of solids in cm3.Calculate the coefficient of gradation, Cc. ? Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10) ? Use this given M=Mass of soil retained in pan +∑Mass reatianed in each sieve⇒M=617 gM=Mass of soil retained in pan +∑Mass reatianed in each sieve⇒M=617 g Sieve No. Opening Size (mm) Mass retained (g) %Mass retained=MiM×100=MiM×100 %Cumulative mass retained % Finer 4 4.750 28 =28617×100%=4.54%=28617×100%=4.54% 4.54 95.46 10 2.0 42 =42617×100%=6.81%=42617×100%=6.81% 11.35 88.65 20 0.850 48 =48617×100%=7.78%=48617×100%=7.78% 19.13 80.87 40 0.425 128 =128617×100%=20.74%=128617×100%=20.74% 39.87 60.13 60 0.250 221 =221617×100%=35.82%=221617×100%=35.82% 75.69 24.31 100 0.150 86 =86617×100%=13.94%=86617×100%=13.94% 89.63 10.37 200 0.075 40 =40617×100%=6.48%=40617×100%=6.48% 96.11 3.89 Pan 24 =24617×100%=3.89%=24617×100%=3.89% 100 0 Now, to plot the GSD curve, the % finer is kept on the vertical axis and the opening size are kept on the horizontal axis -…