1. The submerged or buoyant unit weight of soil is equal to the ......... of unit weight of saturated soil and unit weight of water ?

sum

difference

product

ratio

Answer: difference

Explanation:


2. The sensitivity of a normal clay is about ?

2 to 4

4 to 8

8 to 15

15 to 20

Answer: 2 to 4

Explanation:


3. According to Indian standards, in a 2 mm sieve ?

there are two holes

each sieve is circular and its diameter is 2 mm

each hole is a square and its side is 2 mm

there are two holes per cm length of the mesh

Answer: each hole is a square and its side is 2 mm

Explanation:


4. Toughness index is the ratio of ?

flow index and plasticity index

plasticity index and flow index

liquidity index and flow index

flow index and liquidity index

Answer: plasticity index and flow index

Explanation:


5. The liquid limit minus plastic limit is termed as ?

flow index

plasticity index

shrinkage index

liquidity index

Answer: liquidity index

Explanation:


6. The coefficient of consolidation of a soil is affected by ?

compressibility

permeability

both (a) and (b)

none of these

Answer: both (a) and (b)

Explanation:


7. The ratio of the liquid limit minus the natural content of a soil to its plasticity index, is known as ?

toughness index

liquidity index

flow index

relative consistency

Answer: relative consistency

Explanation:


8. When the consistency index is zero, then the soil is at its ?

elastic limit

plastic limit

liquid limit

semi-solid state

Answer: liquid limit

Explanation:


9. If the volume of voids is equal to the volume of soil solids, then the values of porosity and ratio are respectively ?

0 and 0.5

0 and 1

0.5 and 1

1 and 0.5

Answer: 0.5 and 1

Explanation:


10. The useful method of finding the shear strength of very plastic cohesive soils is by means of ?

cone test

penetration test

vane shear test

torsional shear test

Answer: vane shear test

Explanation: