Question

Why do geotechnical engineers specify greater compaction effort than the standard proctor test?

Why do geotechnical engineers specify greater compaction effort than the standard proctor test?

Homework Answers

Answer #1

Geotechnical engineers specify greater compaction effort than the standard test because in standard test the number of layers being used to fill the mould is three with 25 number of blows in each layer.

But if compaction effort is greater than standard test then for this number of layers have to be increased this will lead to increased number of blows in each layer like in modified prctor test than standard test.

When compaction effort is increased then compaction achieved will be more. Dry density obtained will be more and corresponding optimum moisture content will be less as compared to standard test.

So when compaction effort is increased then degree of compaction achieved will be greater also that is why geotechnical engineers specify greater compaction effort than standard pest.

PLEASE RATE THE ANSWER.

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
what is standard proctor compaction test and why is it important (the purpose of the test)...
what is standard proctor compaction test and why is it important (the purpose of the test) please give detailed explanation in your own words. Thank you!
What are the differences between the standard and modified proctor compaction tests? What is the major...
What are the differences between the standard and modified proctor compaction tests? What is the major outcome of the compaction test? Be specific How does adding water give better compaction results? Is it always true?
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...
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...
The annual incomes for a random sample of 16 engineers working in Dubai have a standard...
The annual incomes for a random sample of 16 engineers working in Dubai have a standard deviation of $14,900. The annual incomes for a random sample of 17 engineers working in Abu Dhabi have a standard deviation of $9600. Using this information, can you conclude that the standard deviation of the annual incomes for engineers is greater in Dubai than in Abu Dhabi? Use = 0:05: a. Identify the claim and state H0 and Ha: b. Find the critical value...
The following steps explain how to do a Hypothesis Test. Step 1: Specify the Null Hypothesis....
The following steps explain how to do a Hypothesis Test. Step 1: Specify the Null Hypothesis. ... Step 2: Specify the Alternative Hypothesis. ... Step 3: Set the Significance Level α Step 4: Calculate the Test Statistic and Corresponding P-Value. ... Step 5 If the P-Value < α We reject the null hypothesis Let us assume that a dealer claims the gas mileage of a specific model of a car is greater than 25 miles per gallon. What is the...
Why do we want the retention factor in gas chromatography to be no greater than 10
Why do we want the retention factor in gas chromatography to be no greater than 10