Q.No.1

The factor of safety against slope failure is defined as:

Q.No.2

Which of the following is NOT a soil sampling method?

Q.No.3

Rankine's theory of earth pressure assumes:

Q.No.4

Disturbed soil samples are suitable for:

Q.No.5

The active earth pressure coefficient (Ka) for a vertical wall with horizontal backfill is:

Q.No.6

The passive earth pressure coefficient (Kp) for a vertical wall with horizontal backfill is:

Q.No.7

Which of the following is NOT a technique to increase the stability of retaining walls?

Q.No.8

A mat foundation is suitable when:

Q.No.9

A shallow foundation is generally defined as one where the depth of embedment is:

Q.No.10

Which of the following is NOT a type of shallow foundation?


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Quiz on Soil Mechanics and Foundation Engineering for NEC Registration Exam, covering essential soil properties, analysis techniques, and foundation design principles for civil engineers.

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