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Chapter:

Traffic-Engineering

1. The cement content required for BC soil is ______


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2. The liquid limit of soil bitumen mix should be less than ______


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3. What is basic principle of bituminous stabilisation?


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4. What is first principle of mechanical soil stabilisation?


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5. The factor on which property of soil lime doesn’t depend is ______


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6. The compaction of granular material is ______


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7. The design of soil lime mix is based on ______


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8. Presence of unpulverised dry lumps reduce ______


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9. The PMGSY aims to connect ______


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10. The modification factor used in base course thickness is called ______


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Topics

This Chapter Traffic-Engineering consists of the following topics

Soil Stabilized Roads

The cement content required for BC soil is ______

;

The liquid limit of soil bitumen mix should be less than ______

;

What is basic principle of bituminous stabilisation?

;

What is first principle of mechanical soil stabilisation?

;

The factor on which property of soil lime doesn’t depend is ______

;

The compaction of granular material is ______

;

The design of soil lime mix is based on ______

;

Presence of unpulverised dry lumps reduce ______

;

The PMGSY aims to connect ______

;

The modification factor used in base course thickness is called ______

;