Question

A soil sample with a grain specific gravity of 2.67 was filles in a 1000 ml...

A soil sample with a grain specific gravity of 2.67 was filles in a 1000 ml container in the loosest possible state and the dry weight of the sample was found to be 14.75 N. It was then filled at the densest state obtainabe and the
Weight was found to be 17.70 N. The void ratio of the soil in the natural state was 0.63. Determine the density Index in the natural state.

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
show steps Is the dry unit weight of a soil a function of the specific gravity,...
show steps Is the dry unit weight of a soil a function of the specific gravity, void ratio and unit weight of water? If yes, prove it. If not prove it
The Water content a sample of Fully Saturated is 3.23% and the specific gravity was found...
The Water content a sample of Fully Saturated is 3.23% and the specific gravity was found to be 2.7 Find: The voids ratio , Bulk density and Dry density. Given a natural soil sample with   e=0.7 , S=80% , Gs=2.7 , Assume       ъ=10 с| Find: 1. Dry density   2. Bulk density   3. Saturated density 4. Initial W% and W% at Saturation.
By solving the given below problem justify how void ratio of the soil is important in...
By solving the given below problem justify how void ratio of the soil is important in the calculation of other index properties of soil? Problem: A soil sample has a total unit weight of 16.97 kN/m3 and a void ratio of 0.84. The specific gravity of solids is 2.70. Determine the moisture content, dry unit weight and degree of saturation of the sample.
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio...
A sandy soil has a maximum void ratio (emax) of 0.63 and a minimum void ratio (emin) of 0.36. The soil is compacted to a dry unit of 17.8 Kn/m3 at a moisture content of 18%. The specific gravity of the solids is 2.7. What is the relative density of the soil after compaction?
For a soil sample the following properties are given: The degree of saturation (Sr%), the specific...
For a soil sample the following properties are given: The degree of saturation (Sr%), the specific gravity(GS) and the water content (w%) . (a) Find the value of void ratio (e). (b) Determine the total and dry densities of the sample (in t/m3). (c) Determine the total and dry unit weights of the sample (in kN/m3).
SITUATION 1: SOIL INDEX PROPERTIES A dry sand is placed in a container having a volume...
SITUATION 1: SOIL INDEX PROPERTIES A dry sand is placed in a container having a volume of 0.30ft 2 . The dry weight of the sample is 31 lb. A volume of 0.051ft 3 of water is carefully added to the voids of the soil. If the specific gravity of the soil solids is 2.72, determine the following: a.) Porosity b.) Degree of Saturation c.) Specific of the soil itself
Soil Mechanics Question (Civil Engineering) 1) A specimen of compacted soil has a mass of 1.906...
Soil Mechanics Question (Civil Engineering) 1) A specimen of compacted soil has a mass of 1.906 kg, a volume of 944 cc, water content of 10% and 2.68 specific gravity of solids. Determine the bulk density, dry density, void ratio and degree of saturation.
In a 1D compression test, the ring used to hold the soil measured to be 1...
In a 1D compression test, the ring used to hold the soil measured to be 1 inch in height and 2.5 inches in diameter. The moist soil weighed 131.77g and a oven dry weight of 21.5g. Assuming G (gravity factor) is 2.7 Determine: A) initial values of - Water content, Density, unit weight, saturation, void ratio B) Final values of - Density, unit weight, saturation and void ratio
In order to determine the density of a clay soil, an undisturbed sample was taken in...
In order to determine the density of a clay soil, an undisturbed sample was taken in a sampling tube of volume 2 litres. The following data were obtained: •     Mass of tube (empty) = 1900g •     Mass of tube and clay sample = 5280g •     Mass of tube and clay sample after drying = 4850g. Calculate the water content, the bulk, and the dry densities (in kg/m3). If the particle specific gravity was 2.75, determine the void ratio and the...
b) A sample of moist soil has a mass of 18.18kg and occupies a total volume...
b) A sample of moist soil has a mass of 18.18kg and occupies a total volume of 0.009 m3. When dried in an oven, the dry mass is 16.13kg. The specific gravity of the soil solids is 2.70. (Acceleration of gravity, g = 9.81 m/sec2.) Determine: Wet density Dry unit weight Void ratio Water content Degree of saturation c) A 4.5 m deep deposit of silty sand lies above a 6 m deep deposit of gravel. The gravel is underlain...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT