d ratio of a soil is 0.2, calculate s porosity
Q: A soil has a bulk density of 2.23g/cc and a dry density of 1.96g/cc , and the specific gravity of…
A: Given: Bulk density=2.23g/cc Dry density=1.96g/cc Specific gravity of the soil particles=2.70
Q: The net weight of a soil specimen before drying is 207 gr. And its dried weight after drying in an…
A: Given: The weight before drying w1 is 207 gm. The weight after drying w2 is 207 gm. The volume…
Q: A sample of soft saturated clay has a volume of 100 cu.m. and weighs 175 grams. After oven-drying,…
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Q: If Void ratio of soil is 0.334 Determine Porosity of soil
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Q: A CLAY SAMPLE HAS UNIT WEIGH OF 20.06KN/m3 WITH MOISTURE CONTENT OF 8.2%. THE SATURATED UNIT WEIGHT…
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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: A soil sample in its natural state has a weight of 5.05 lb and a volume of 0.041 ft'. In an…
A: Total unit weight : γ γ = WeightVolume = 5.050.041 = 123.171 lb/ ft3
Q: The moist unit weight of a soil is 17.79 kN/cu.m and the porosity is 0.416. If the specific gravity…
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Q: determine the density index of a soil having a natural void ratio 0.7. The void ratio of the soil in…
A: Given: Natural void ratio of soil, e = 0.7 Void ratio of soil in loosest state, emax = 0.85 Void…
Q: The field wt of soil sample is 1900 kg/m³and the unit wt of the soil particle is 2660 kg/m³. A.…
A: We can use the basic equation to solve.
Q: The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the…
A: Find the following: a) The water content. b) Void Ratio. e) Porosity. d) Degree of saturation. e)…
Q: Determine the density index of a soil having a natural void ratio 0.7. The void ratio of the soil in…
A: Given: Void ratio of soil, e = 0.7 Void ratio of soil in loosest state, emax = 0.85 Void ratio of…
Q: 1. A fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mas was reduced to…
A: Water Content: The ratio of the weight of water to the weight of solids in a given mass of soil is…
Q: The unit of weight of soil is 15.10 KN/cu.m. The moisture content of the soil is 17% when the degree…
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Q: - One cubic metre of wet soil weighs 19.80 kN. If the specific gravity of soil particles is 2.70 and…
A: Given data : Specific gravity (G)=2.70 Water content (w%)=11% wet soil weight (W)=19.80 KN Volume…
Q: The ratio of seepage velocity and discharge velocity for a soil is 2.5. Determine : (i) Porosity…
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Q: The dry unit weight of a soil is 102|b/ft. The moisture content of this soil is 13.5% when the…
A: Givenγd=102lbft3w=13.5%S=42%We…
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: The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of…
A: Given:γsatγd=1.25Gs=2.65
Q: 2. What Is the void ratio for a soil where the voids represent 30% of the total volume.
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Q: A sample of soft saturated clay weighs 345 grams and has a volume of 195 cc. After oven drying, the…
A: Given: Mass of the saturated soil = 345 grams Mass of the dry soil = 215 grams Volume of the soil =…
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: A 0.082-m3 sample of soil weighs 1.445 kN. When it is dried out in an oven, it weighs 1.301 kN. The…
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Q: A soil sample has a bulk unit weight of 19.8 kN/m3 at a water content of 10%. Don't assume the value…
A: Given: The bulk unit weight is 19.8 kN/m3. The water content is 10%.
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: The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the…
A: This question is from geotechnical engineering As per the bartleby by guidelines you can ask maximum…
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: The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of…
A: Specific gravity = 2.65 Ysat = Saturared unit weight of soil Ydry = dry unit weight of soil e = void…
Q: The water content of a sample is 34% and the porosity is 46%. The unit weight of soil solids is…
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Q: The saturated density of the soil sample is 2.2x10^-3 slugs per cubic inch, with a specific gravity…
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Q: The plastic limit and liquid limit of a soil mass are 22% and 32% respectively. Determine the…
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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) The ratio of weight of water to the weight of solids in a given soil is called (a) void ratio…
A: The percentage of ratio of weight of water to weight of solids is known as water content or moisture…
Q: A soil sample taken from the field has G=2.5 and void ratio=0.75. Find the water content required to…
A: Given data- Specific gravity G=2.5Void ratio e=0.75Degree of saturation required S=100%=1To Find-The…
Q: The field weight of soil sample is 1900 kg/cu.m. and the unit weight of the soil particle is 2600…
A: Given: The bulk unit weight of the soil sample is 1900 kg/m3. The unit weight of the soil particles…
Q: A cubic meter of soil in its natural state weighs 17.75 KN. After being dried, its weight is 15.08…
A: We knowWd=Ww1+w
Q: For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully…
A: Void ratio=10 G=2.35
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 soil has unit weight of 21 kN/m3 with moisture content of 10%. If the saturated unit weight of the…
A: Given : A soil has unit weight of 21 kN/m3 Moisture content = 10% Saturated unit weight of sample =…
Q: The void ratio and specific gravity of a soil are 0.65 and 2.72 respectively. The degree of…
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Q: The coefficient of gradation for certain soil is 4. Given that is D10 and D30 is 0.045 mm and 0.210…
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Q: On a construction Site, the soil Bulk density and water Content have been measured as P-1800 kg/m'…
A: Given data : Bulk demsity (ρ)=1800 kg/m3Water content (w%)=20%Specific gravity (GS)=2.65γW=9.81…
Q: A sample of soft saturated clay has a volume of 100 cu.m. and weighs 175 grams. After oven-drying,…
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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: Derive the formula between soil moisture content (w), degree of saturation (S), specific gravity(G),…
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Q: The plastic limit of a soil is 35% and its plasticity index is 10%. When the soil is dried from its…
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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 soil deposit has a void ratio of 1.0. If the void ratio is reduced to 0.60 by compaction, the…
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Q: The porosity of a soil sample is 35%. The specific gravity o sal partides is 2.7. Calculate its woid…
A: The given question is related with geotechnical engineering . In this question we are provided with…
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- The moisture content of soil is 18% and unit weight of soil is 90 lb/ft3 calculate the void ratio of soil when degree of saturatiin is 50%in its natural state. A moist soil has a volume of 9.34×10-3 m3 and weighs 177.61×10-3kN. The oven-dried weight of the soil is 153.6×10-3kN. If Gs=2.67, calculate 1) moisture content(%);2)moist unit weight (kN/m3); 3)dry unit weight (kN/m3); 4)void ratio ; 5)porosity; 6) degree of saturateSituation 3: The moist unit weight of the soil taken from the field is 1800kg/m3 and the moisture content is 10.5%. the unit weight of solid oil is 2600kg/m3. Determine the dry unit weight. Determine the void ratio. Determine the degree of saturation.
- A 72-cm3sample of moist soil weighs 141.5 g. When it is dried out in an oven,it weighs 122.7 g. The specific gravity of solids is found to be 2.66. Find the watercontent, void ratio, porosity, degree of saturation, and wet and dry unit weightsIn its natural state, a moist soil has a volume of 9.34 x 10-3 m3 and weighs 177.6 x 10-3 kN. The oven-dried weight of the soil is 153.6 x10-3 kN. If Gs=2.67, calculate: Moisture content (%) Moist unit weight (kN/m3) Dry unit weight (kN/m3) Void ratio (%) Porosity (%) Degree of saturation (%) Please answer this asap. For upvote. Thank you very muchThe porosity of the soil is 0.35 and its moist unit weight is 17.5 kN/m3.the specific gravity of the soil is2.69. determine itsa. saturated unit weightb. degree of saturationc. moist unit weight
- In its natural state, a moist soil has a volume of 0.00935 m3and weighs 178 N. The oven dry weight of the soil is 154 N. If Gs = 2.67, determine the following: Moisture content Moist unit weight Dry unit weight Void ratio Porosity Degree of saturationA 100-gram soil has the following amount adsorbed cations: 5 m.e. of H+; 4 m.e. of Ca2+; 3 m.e. of Na+; 5 m.e. of K+ and 4 m.e. of Mg2+. Compute for the following: a. CEC (m.e./100g) = b. % base saturation =Dry soil is mixed with 13.5% buy mass with water and then compacted. The moist soil has a mass of 1.6 kilograms and a volume of 0.001 cubic meter. The specific gravity of the soil solids is 2.61. Which of the following most nearly gives the: *the dry unit weight of the soil *Void ratio of the soil *degree saturation of degree of saturation of the soil
- In its natural state, a moist soil has a volume of0.00935 cu.m. and weighs 178 N. the oven driedweight of the soil is 154 N. If Gs=2.67, determine thefollowing:a) Moisture contentb) Moist unit weightc) Dry unit weightd) Void ratioe) Porosityf) Degree of saturation. There is a piece of saturated soil. The mass m is 15.3 g. After drying, the mass ms = 10.6 g. The specific gravity Gs is 2.70. Determine the following: a) Moisture content w b) Void ratio e c) Porosity n d) Saturated unit weight γsat e) Dry unit weight γdA soil has the liquid limit of 20% and plastic limit of 15%. Then the classification of soil according to IS classification system is CL-ML ML None CI ML-MO