Question

soil sample 1.65 m3 was extracted with a mass of 3235 kg. A small portion of...

soil sample 1.65 m3 was extracted with a mass of 3235 kg. A small portion of that sample was taken to the laboratory for moisture content and specific gravity measurements. The following results have been obtained:

Gs=2.64 moisture content=12.9%

a) volume of water in the original soil sample

b)the porosity, void ratio and the moist

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
For a moist soil, given total volume V = 0.22 m3; total weight W 3.124 kN;...
For a moist soil, given total volume V = 0.22 m3; total weight W 3.124 kN; moisture content w = 15% and specific gravity of soil solids, G = 2.65. Calculate the moist unit weight, dry unit weight ,void ratio, porosity, and degree of saturation.
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 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.
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...
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).
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.
At a borrow site, sandy soil was excavated. The soil had a total unit weight (γt)...
At a borrow site, sandy soil was excavated. The soil had a total unit weight (γt) of 124.3 pcf, a water content (ω) of 12.3%, and a specific gravity (GS) of 2.66. The soil was then dried, the maximum and minimum void ratio tests were performed, and eMAX = 0.564 and eMIN = 0.497 were obtained. Determine the relative density of the soil at the borrow site. Assume a volume of solids of 1 ft3.
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...
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