Practice Design Criteria - 28.3 | 7. IRC Method of Design of Flexible Pavements | Transportation Engineering - Vol 2
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Design Criteria

28.3 - Design Criteria

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What are the three main layers of flexible pavements?

💡 Hint: Recall the acronym SBS.

Question 2 Easy

What strain occurs at the top of the sub-grade?

💡 Hint: Think about vertical deformation.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What are the three layers of flexible pavements?

Granular
Base
and Sub-grade
Base
Bituminous
and Aggregate
Sub-grade
Granular
and Bituminous

💡 Hint: Think about the structure of flexible pavements.

Question 2

True or False: Horizontal tensile strain can cause cracking in the upper layers of flexible pavements.

True
False

💡 Hint: Recall how strain affects pavement.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Calculate the allowable vertical compressive strain if the sub-grade's maximum limit is defined as 0.5% for a new pavement design.

💡 Hint: How does this influence your design decisions?

Challenge 2 Hard

Discuss the implications of exceeding the horizontal tensile strain limit in bituminous layers within a pavement design.

💡 Hint: Consider why maintaining strain limits is crucial for pavement longevity.

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