Question

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.

Homework Answers

Answer #1

So the all asked values are calculated above in picture.

Thank you.

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
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).
QUESTION 1: The internal and external diameter of a circular steel tank are 30 cm and...
QUESTION 1: The internal and external diameter of a circular steel tank are 30 cm and 32 cm, respectively, and its total height is 60 cm. A natural moist (wet) soil sample is compacted in the tank up to a 50 cm height. In its natural moist state, the soil sample has the total mass of 70000 g before the water content determination. The specific gravity, Gs of the soil is given as 2.7. The values obtained for the determination...
A soil core is taken from the site. The sample was weighed, then saturated with water...
A soil core is taken from the site. The sample was weighed, then saturated with water and weighed, then drained by gravity and weighed, and finally dried and weighed. The results are: Total Vol of soil core 280 cm3 wt of sample at field condition 544g saturated wt 572g drained wt 532g dry wt 482g Calculate: a. porosity b. specific yield c. dry bulk density d. saturation (at field condition)
A cylindrical sample of a soil taken from a sampling tube is 6.3 cm diameter and...
A cylindrical sample of a soil taken from a sampling tube is 6.3 cm diameter and 12.5 cm long and has a mass of 683 gm. After oven drying it weighs 495 gm. Assuming that the particles have a specific gravity, Gs=2.70, calculate the water content, bulk density, dry density, void ratio and degree of saturation?
If the value of Gs is 2.7 and water content is 12% and degree of saturation...
If the value of Gs is 2.7 and water content is 12% and degree of saturation is 1. Calculate the dry density of this soil. (Assume the value of unit weight of water)
The bulk density of the fully saturated soil is 1.75 g/cm 3 , and the density...
The bulk density of the fully saturated soil is 1.75 g/cm 3 , and the density of water is 1 g/cm 3 . After a soil sample is drained by gravity, the weight of the soil sample is 800 g. After the sample is oven-dried, the sample weighs 700 g. Assuming water that was drained by gravity is 250 g, Calculate the porosity, specific yield and specific retention of the sample.
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...
3. Knowing that some soil sample in your lab has a solids specific gravity of 2.50,...
3. Knowing that some soil sample in your lab has a solids specific gravity of 2.50, water content of 10%, and is 50% saturated, calculate the following: • total unit weight • dry unit weight • saturated unit weight • voids ratio • porosity
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.
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.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT