Question

10. A test group G1 compacts the soil in the compaction mould in 3 layers, giving...

10. A test group G1 compacts the soil in the compaction mould in 3 layers, giving 25 blows of rammer to each layer. Another test group G2 of your laboratory session uses 5 layers, giving 25 blows of rammer to each layer. Compare the compaction test parameters (maximum dry unit weight and optimum water content) of the two groups?

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
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...
SOIL COMPACTION. For the compaction control of an embankment, maximum dry volumetric weight of 20.06gr/cm3 and...
SOIL COMPACTION. For the compaction control of an embankment, maximum dry volumetric weight of 20.06gr/cm3 and Optimum Moisture Content (OMC) of 10% are specified. The quarry material used for said embankment has a humidity of 5% on site and a volumetric weight of 1.75 gr/cm3. The embankment is built in layers 30 cm thick (considered before compaction). Calculate: a) The amount of water in litres/m2 that must be added on site to the quarry material in order to reach the...
the laboratory test data for a standard compaction test are given in the table below. draw...
the laboratory test data for a standard compaction test are given in the table below. draw and find maximum dry density and OMC. volume(cm3) Moisture content (%) weight of wet soil (N) 943.3 12 15.20 14 16.06 16 16.58 18 16.83 20   16.66
In a Proctor compaction test, the optimum water content of a fill material is found as...
In a Proctor compaction test, the optimum water content of a fill material is found as 12%. Specific gravity of solids is 2.6, maximum void ratio is 0.93, and minimum void ratio is 0.53. A 2.4m (height) x 30m x 30m embankment of this soil is to be compacted to 90% relative density. a)The embankment will be compacted in 8 layers of 30cm thickness.Calculate the quantity of water to be added to each layer for the most efficient compaction. b)You...
The following table is showing the results of a standard proctor test. For each test, two...
The following table is showing the results of a standard proctor test. For each test, two different moisture contents were recorded, one from top and the other from the bottom of the sample. What are the maximum dry unit weight and optimum moisture content for this soil? Make sure to plot the compaction curve in order to determine the values. Sample No. 1 2 3 4 5 w (%) 7.5 9.8 8.6 10.3 11.12 11.9 13.3 14.11 16.7 15.99 γ...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT