My Report

Pavement Design Mock Test 3


Correct Answer: 2 points | Wrong: -1 point
Grades: A* (100% score) | A (80%-99%) | B (60%-80%) | C (40%-60%) | D (0%-40%)
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 10%

Question 1 of 10

1. What is the limit of plasticity index for a soil to be stabilized by bitumen?

Question 1 of 10

Question 2 of 10

2. What is the next step in the construction process after lime is spread over the soil?

Question 2 of 10

Question 3 of 10

3. The portioning of soil aggregate mixture is done so as to attain ______

Question 3 of 10

Question 4 of 10

4. ______ method can be used to obtain stable in-situ soil without admixtures.

Question 4 of 10

Question 5 of 10

5. Which of the below options is not another name used for hydrated lime?

Question 5 of 10

Question 6 of 10

6. The cracks developed in the concrete pavement due to the freezing and thawing cycle of the aggregates is called S-cracking.

Question 6 of 10

Question 7 of 10

7. Which of the below options represents the correct sequence of the stages in the hydration of cement?

Question 7 of 10

Question 8 of 10

8. Which formula gives the amount of cement required for soil stabilization if other parameters are given?

Question 8 of 10

Question 9 of 10

9. ______ method can be used when mixing three different materials.

Question 9 of 10

Question 10 of 10

10. What are the basic principles involved in the soil-bitumen stabilization?

Question 10 of 10


 

Manish Bhojasia - Founder & CTO at Sanfoundry
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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