Q. What is the shrinkage limit value in BC soil?

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Q. The colloidal content in BC soils can be up to __________

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Q. The modification factor used in base course thickness is called __________

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Q. The mix design should take into consideration is?

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Q. The flexural strength is based on __________

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Q. The final choice of stabilisation technique is based on __________

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Q. How many types of challenges are encountered in bitumen stabilisation?

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Q. The bitumen giving more better results is __________

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Q. The liquid limit of soil bitumen mix should be less than __________

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Q. The higher compaction will result in __________

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Q. The stability of the bituminous mix is always __________

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Q. The OMC of bitumen binder is taken as __________

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Q. The increase in strength in soil may be seen at an age of __________

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Q. The soil not preferred in bituminous mix is __________

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Q. The bituminous layer can be used in which layer of the pavement in low rainfall areas?

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Q. Which is the most commonly used bitumen?

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Q. What is the basic principle of bituminous stabilisation?

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Q. Increase in lime content results in __________

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Q. The lime soil can’t be used in __________

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Q. What is the first step in the construction step of soil lime base course is?

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