A elay fill has a bulk density of 1.9 g/ee. If the moisture content is 17.8% find the dry density

Q: A soil sample is having liquid limit of 60% and plastic limit of 25%. This soil can be classified as…

A: liquid limit of 60% plastic limit of 25%This soil can be classified as

Q: If the liquid limit of soil is 25%, plastic limit is 15% and flow index is 12.5%, then its toughness…

A: Given data: Liquid limit = 25 % Plastic limit = 15 % Flow index = 12.5 %

Q: d ratio of a soil is 0.2, calculate s porosity

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Q: What is the upper size limit and lower size limit of sand

A: Soils can also be classified according to size, and the groups are further divided into fine,…

Q: A soil sample has a shrinkage limit of 10% and specific gravity of soil solids is 2.7. The porosity…

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Q: of The water Content of a Sample Fully Secturation is 3.23% and the speeitic gravity was Found to be…

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Q: If the volume of voids is cqual to the volume of solids in a soil mass, then the porosity of the…

A: Given data : Volume of solid=VSVolume of void=VVVV=VS

Q: Classify: This sand has 61% predominately fine sand, 23% silty fines, and 16% fine subrounded gravel…

A: This sand has 61% predominately fine sand 23% silty fines 16% fine subrounded gravel size. The…

Q: A container with saturated soil has a mass of 154 g. After being dried, it weighs 142 g. The soil…

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Q: Determine the shrinkage limit.

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Q: a) A sample of saturated clay have a saturated unit density of 2.08 gm/cm" and a specific gravity is…

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Q: John is analyzing a silty sand. it has a void ratio in loosest condition equal to 0.87 and a void…

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Q: The liquid limit and plastic limit of a soil are 60% and 30% respectively. If the natural water…

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Q: Oven dry mass of a pat of clay is 10.8 gm and mass of mercury displaced on immersion is 84.2 gm. If…

A: Dry mass of clay = 10.8 gm

Q: The silt factor used by Lacey in his regime theory was equal to 1.0 for upper Bari-doab alluvium.…

A: Given -  The silt factor,  f  =  1.0 To find -  The median size of the alluvium.

Q: Aloose, uncompacted sand fill 6-ft in depth hasa relative density of 40%. Laboratory tests indicated…

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Q: A sample from the field has an in-situ void ratio of 0.680 and were tested in the laboratory and…

A: step 1-

Q: A soil has liquid limit 65%, plastic limit of 30% and shrinkage limit of 25%, and it has natural…

A:

Q: A soil specimen has a water content of 15% and a wet density of 118.5 lb/ft³. The specific gravity…

A: Given That : Water content of soil sample = 15 % Wet Density = 118.5 lb/ft3 Specific gravity = 2.70…

Q: Samples of soil A, soil B and soil C are collected at the College of Engineering, INTI-IU. These…

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Q: Which of the following Limit is having the lowest water content at which the soil is completely…

A: Shrinkage limit Shrinkage limit is defined as the water content at which the soil changes from  a…

Q: If the permeability is high then its void ratio is a) High b) Low c) Medium d) Depends on soil

A: Permeability is directly proportional to void ratio. If permeability is high then void ratio is high…

Q: The water content of a sample of Fully Saturation is 3.23% and the specific gravity was found to be…

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Q: A clay fill has a bulk density of 1.9 g/cc. If the moisture content is 17.8% find the dry unit

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Q: A loose uncompacted sand fill 5 ft in depth has a relative density of 40%. Laboratory tests…

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Q: A soil has a liquid limit of 35% and plastic index of 18%. The plastic limit of the soil will be (a)…

A: Given data : The value of liquid limit of soil L.L=35% The value of plastic index of soil IP=18%…

Q: and shrinkage limit of 20% and it has a natural moisture content of 50%. The liquidity index of A…

A: Find liquidity index,IL?

Q: If given bulk density is 1700kg/m3 and dry density is 1250kg/m3. Determine moisture content? 0.36% O…

A: Given-  ydry = 1250 kg/m3 ybulk = 1700 kg/m3 moisture content (w) = ?

Q: C) A specimen of saturated soil ( Gs = 2.72) has a mass of 370 gm after drying the volume was 160…

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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 soil has a liquid limit of 25% and a flow index of 12.50%. If the plastic limit is 15%. Compute…

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Q: Home work of The water Content of a Semple Fully Secturation is 3.23 % andl the speeitic gravity was…

A: The specific gravity of the soil solids is defined as the ratio of the weight of a given volume of…

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-