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Day 30-Oct 18-worksheet-Btech-Consistency limits

Total questions: 15

Worksheet time: 10mins

Name
Class
Date
1.

For a clay soil, LL = 60 %, PL = 30 %, w = 45 %. Its Liquidity Index and Consistency Index are —

(a)  

2.

A soil exhibits Ip = 22 and If = 11. Its Toughness Index (It) is

(a)  

3.

If a clay shows Activity = 1.5 and % clay = 50 %, then Plasticity Index = (a)   %.

4.

For a natural clay, w = 32 %, PL = 20 %, LL = 50 %. Consistency Index (IC) = ? and field condition = ?

(a)  

5.

A soil with Liquidity Index > 1 behaves as a solid.

a)

True

b)

False

6.

Thixotropy causes strength increase with time at constant water content.

a)

True

b)

False

7.

(Assertion–Reason) A: Plasticity Index = LL – PL. R: It measures the range of full saturation.

a)

A true, R true

b)

A true, R false

c)

A false, R true

d)

A false, R false

8.

Toughness index indicates (a)   at Plastic limit

9.

Shrinkage ratio = % volume reduction per unit reduction in (a)   .

10.

In cone-penetration test, the cone penetrates 20 mm in 5 s under 80 g load. This defines the __________.

a)

Plastic limit

b)

Liquid limit

c)

Shrinkage limit

d)

Liquidity index

11.

A fat clay typically has —

a)

High LL and low IP

b)

Low LL and high IP

c)

High LL and high IP

d)

Low LL and low IP

12.

At shrinkage limit, any further reduction in water content causes —

a)

Volume decrease

b)

No change in volume

c)

Pore collapse

d)

Strength loss

13.

Sensitivity value = 3 corresponds to __________.

a)

Insensitive

b)

Little sensitive

c)

Normal sensitive

d)

Extra sensitive

14.

Plastic limit is determined by rolling soil threads of (a)   mm diameter.

15.

Relative density quantifies the (a)   of cohesionless soils.