Question

A wet soil sample with a water content of 15% and percentage air voids of 20%...

A wet soil sample with a water content of 15% and percentage air voids of 20% was oven dried. If the soil sample is cylindrical in dimension with length as 100 mm and diameter as 50 mm, then how much mass of water is present in the soil? Also calculate the mass of soil. Assume specific gravity of soil is 2.69 Interpret your answer and conclude how water content influences the unit weight of soil.

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
The weight of a chunk of moist soil sample is 3.84lb. The volume of the soil...
The weight of a chunk of moist soil sample is 3.84lb. The volume of the soil measured before drying is 0.03ft3. After the sample is dried in an oven, its weight is 3.53lb. The specific Gravity of solids is 2.68. Calculate Water/Moisture content. Calculate Unit weight of moist soil. Calculate Void Ratio. Calculate Porosity. Calculate Degree of Saturation.  
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?
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...
285 kg of wet sand with a water content of 18% was taken and dried in...
285 kg of wet sand with a water content of 18% was taken and dried in the oven. Width, length and height It was placed in a 58 cm steel tank. As a result of experiments of the sand used maximum dry unit volume weight 18,40 kN / m3 , maximum porosity as 44% and Gs = 2.71 It was found. Since the relative density of the sand in the tank is 0.49, the height of the sand in the...
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.
A moist soil sample has a volume of 7 L and mass of 14 kg. The...
A moist soil sample has a volume of 7 L and mass of 14 kg. The gravimetric water content is 10% and the specific gravity of solids is 2.66. a. Draw a phase diagram and compute volume and masses for the solid, liquid, and gas fractions. b. Determine the total unit weight, dry unit weight, degree of saturation, void ratio, and volumetric water content.
1.       Compute the compactive effort or compaction energy for a soil sample compacted in a mold...
1.       Compute the compactive effort or compaction energy for a soil sample compacted in a mold with a volume of 1/30 cubic foot which uses 4 layers to place soil in the mold and compacts each layer using a hammer with a weight of 10 lbs that is dropped 12 inches and uses 20 blows per layer. 2.       Using the result from question 1 compare the compaction energy to the Modified Proctor compaction test and the Standard Proctor compaction test?...
Compute the compactive effort or compaction energy for a soil sample compacted in a mold with...
Compute the compactive effort or compaction energy for a soil sample compacted in a mold with a volume of 1/30 cubic foot which uses 4 layers to place soil in the mold and compacts each layer using a hammer with a weight of 10 lbs that is dropped 12 inches and uses 20 blows per layer. (2 pts) 2. Using the result from question 1 compare the compaction energy to the Modified Proctor compaction test and the Standard Proctor compaction...
Compute the compactive effort or compaction energy for a soil sample compacted in a mold with...
Compute the compactive effort or compaction energy for a soil sample compacted in a mold with a volume of 1/30 cubic foot which uses 4 layers to place soil in the mold and compacts each layer using a hammer with a weight of 10 lbs that is dropped 12 inches and uses 20 blows per layer. (2 pts) 2. Using the result from question 1 compare the compaction energy to the Modified Proctor compaction test and the Standard Proctor compaction...
1. Compute the compactive effort or compaction energy for a soil sample compacted in a mold...
1. Compute the compactive effort or compaction energy for a soil sample compacted in a mold with a volume of 1/30 cubic foot which uses 4 layers to place soil in the mold and compacts each layer using a hammer with a weight of 10 lbs that is dropped 12 inches and uses 20 blows per layer. (2 pts) 2. Using the result from question 1 compare the compaction energy to the Modified Proctor compaction test and the Standard Proctor...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT