3. Dry soil is mixed with water and compacted to produce a cylindrical sample (diameter= 38 mm, length = 76 mm) with a water content of 16.0 %. Air occupies 6 % of thetotal volume of the compacted sample. The specific gravity of soil solids is 2.71.Complete the phase diagram.

Given data: Diameter of the cylindrical sample = 38 mm Length of the cylindrical sample = 76 mm…

Answered: 3. Dry soil is mixed with water and…

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Compaction

Section: Chapter Questions

Problem 5.2P

See similar textbooks

Similar questions

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 saturated
A soil sample in its natural state has a weight of 2.30kg and a volume of 1.15x10^-3 m^3. Under an over dried state, the dry weight of the sample is 2.035 kg. Gs=2.7 Determine the degree of saturation and the air content
If the soil sample has a water content of 11% and a unit weight of 19.67 kN/m³. Determine the percentage of air in voids and the degree of saturation if the specific gravity of soil solid is 2.75.
A soil specimen having a volume of 0.012 m3 has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. Compute its void ratio.
A 50 cm³ sample of moist soil has an initial weight of 85 g and after oven-drying a weight of 60 kg. Specific gravity of soil is 2.70. 1. Determine the porosity 2. Determine the degree of saturation. 3. Determine the mass of water to be removed to reduce the sample to 50% saturation.
A Sample of moist soil has a water content of 19.65% and the moist unit weight of 19.89 KN/cu.meter. The specific gravity of the soil is 2.45. Compute the degree of saturation and the value of porosity.
The submerged unit weight of soil sample is equal to 10.89kn/m3 and the specific gravity of soil solids is 2.69 Find: A. void ratio of the soil sample B. Moisture content in the soil C. Dry unit weight D. Resulting degree of saturation of the soil if the moisture content is decreased by 7%
A fresh soil sample with a mass of 460 g is collected from the field using a cylinder with diameter of 7.5 cm and height of 7.3 cm. After oven-drying, the soil mass becomes 370 g. What is the apparent specific gravity?
Calculate the dry unit weight, the saturated unit weight and the buoyant unit weight of a soil having a void ratio of 0.70 and a value of Gs = 2.72. Calculate also the unit weight and water content at a degree of saturation of 75%.
A Sample of moist soil has a water content of 17.30% and the moist unitweight of 18.20 KN/cu.meter. The specific gravity of the soil is 2.55. Computethe degree of saturation and the value of void ratio.

Recommended textbooks for you

Fundamentals of Geotechnical Engineering (MindTap…

Civil Engineering

ISBN:

9781305635180

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Principles of Geotechnical Engineering (MindTap C…

Civil Engineering

ISBN:

9781305970939

Author:

Braja M. Das, Khaled Sobhan

Publisher:

Cengage Learning

Fundamentals of Geotechnical Engineering (MindTap…

Civil Engineering

ISBN:

9781305635180

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Principles of Geotechnical Engineering (MindTap C…

Civil Engineering

ISBN:

9781305970939

Author:

Braja M. Das, Khaled Sobhan

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

3. Dry soil is mixed with water and compacted to produce a cylindrical sample (diameter = 38 mm, length = 76 mm) with a water content of 16.0 %. Air occupies 6 % of the total volume of the compacted sample. The specific gravity of soil solids is 2.71. Complete the phase diagram.