Help For given soil it's given that porosity is 0.46 and dry densityis 1700 kg/m3.Specific gravity%3D2.7, water content =20%Determine void ratio, Bulk density

Given data : Porosity (n)=0.46Dry density (γdry)=1700 kg/m3Specific gravity (GS)=2.7Water content…

Answered: For given soil it's given that porosity…

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.18P

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Similar questions

For a soil the following is given: wet specific weight 19.21 kN / m3, water content w = 19.2%, S = 60%. Determine: a) Porosity n b) Dry specific gravity , c) List of voids e, d) Gs e) Amount of water for complete saturation. Make the schematic.
For a moist soil specimen, the following are given Gs= 2.67, volume = 0.5 m³ moist unit weight = 9.5 KN and the moisture content = 7.3%. Determine Dry unit weight, Void ratio, porosity, Degree of saturation.
For a soil, the following are given: Gs = 2.67, moist unit weight γ = 17. 6 kN/m3, and moisture content w = 10.8 %. Determinea. Dry unit weightb. Void ratioc. Porosityd. Degree of saturation
A soil specimen has a volume of 0.05 m3 and a mass of 87.5 kg. Given: w = 15%, Gs = 2.68. Determine Degree of saturation.
A soil specimen has a volume of 0.05 m3 and a mass of 87.5 kg. Given: w = 15%, Gs = 2.68. Determine Porosity.
A soil specimen has a volume of 0.06 m3 and a mass of 89.5 kg. Given: w=16%, Gs = 2.64. Determinea. Void ratio b. Porosity c. Dry unit weight d. Moist unit weight e. Degree of saturation
For a given soil, the following are given: Gs = 2.67; moist unit weight,y= 112 lb/ft3; and moisture content, w = 10.8%. Determine:a. Dry unit weightb. Void ratioc. Porosityd. Degree of saturation
The moist unit weight of soil sample is 17.5 kN/m3. Given that w=12% and Gs 2.64.Carry out calculations for (dry unit weight of solid, void ratio, porosity, weight of water, Degree of saturation)
1) The moist unit weight of a soil is 19.2 kN/m3 . Given that Gs = 2.69 and w = 9.8%, determine: a. Void ratio b. Dry unit weight c. Degree of saturation 2) Refer to Problem 1 Determine the weight of water, in kN, to be added per cubic meter (m3) of soil for: a. 90% degree of saturation b. 100% degree of saturation
For a soil specimen, the following soil properties are known: saturated unit weight γ = 19.1 kN/m , void ratio e = 0.45. What is the dry unit weight of the specimen? Assume unit weight of water γ = 10 kN/m3
A 100% saturated soil has a void ratio of 1.33 and a water content of 48%.Find the unit weight of soil in kN/m3and specific gravity of solids.
A soil has bulk density of 21.27 kN/m3 and water content of 17.56%. Calculate the water content (in %) if the soil partially dries to a density of 19.16 kN/m3 and the void ratio remains unchanged. Answer: 5.90

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For given soil it's given that porosity is 0.46 and dry density is 1700 kg/m3. Specific gravity3D2.7, water content =20% Determine void ratio, Bulk density