Question

Is porosity and void ratio of a soil related? If yes, prove it. If not prove...

Is porosity and void ratio of a soil related? If yes, prove it. If not prove it.

show steps of proving neatly

Homework Answers

Answer #1

Yes, porosity and void ratio of soil are related to each other.

As through the definition,

Porosity is defined as the ratio of the volume of voids to the total volume of the soil. It is denoted by (n).

Void ratio is defined as the ratio of the volume of voids to the volume of solids. it is denoted by (e).

Proof

and

therefore or

or

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
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?
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.
The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters (ml)....
The void ratio of a soil is 1.2 and its volume is 220 cubic centimeters (ml). What is the volume of soil solids (in ml)?
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.  
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
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.
Can “the Poisson Ratio” be “0.55” for a material? a) If the answer is “YES”, explain...
Can “the Poisson Ratio” be “0.55” for a material? a) If the answer is “YES”, explain “WHY”? But; If the answer is “NO”, explain why and Prove the maximum value of it. (Show your computations). b) For a perfect incompressible material, what is the maximum value of “the Poisson Ratio”? Prove the value and show your computations. NOTE-1: Make your proofs using only “volume change” concept. NOTE-2: Assume that the material is under the effect of stresses: x, y and...
The net stress increase due to a building at the middle of a 6 ft normally...
The net stress increase due to a building at the middle of a 6 ft normally consolidated clay layer is 400 psf. The compression index of the soil is 0.6 and its void ratio is 1.3. If the primary consolidation settlement is 2.34 inch, the initial effective consolidation stress (psf) is most nearly equal to a) 1400 b) 1200 c) 1000 d) 1600 Please show all steps
Please show me how to apply CVP analysis for this case study. FLY ASH BRICK PROJECT:...
Please show me how to apply CVP analysis for this case study. FLY ASH BRICK PROJECT: FEASIBILITY STUDY USING CVP ANALYSIS S. K. Mitra and Shubhra Hajela wrote this case solely to provide material for class discussion. The authors do not intend to illustrate either effective or ineffective handling of a managerial situation. The authors may have disguised certain names and other identifying information to protect confidentiality. This publication may not be transmitted, photocopied, digitized or otherwise reproduced in any...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT