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conc. tech online assignment

Total questions: 15

Worksheet time: 15mins

Name
Class
Date
1.

Method that is convenient for pouring large amount of high flowable concrete in under water concreting

a)

Tremie method

b)

Pumping method

c)

Hydro valve method

d)

Pneumatic valve method

2.

In placing concrete under water using Tremie method -------method is followed for less flowable concrete

a)

Bulged

b)

Layered

c)

none of the above

d)

All of the above

3.

In hydro valve method , ---------- & ---------are the resistive forces that is suddenly overcame by concrete weight

a)

Gravity & hydrostatic forces

b)

friction and gravity

c)

Friction inside pipe and hydrostatic forces

d)

Weight of concrete & friction

4.

The ----------method of underwater concreting is suitable for cases where a large mass of concrete is required for stabilizing foundations and small amount of concrete is needed for different locations.

a)

Bagged concrete

b)

preplaced aggregate

c)

toggle bag

d)

skip method

5.

Concrete placed at an atmospheric temperature------- degree centigrade is considered as hot weather concreting

a)

above 5

b)

above 20

c)

above 30

d)

above 40

6.

--------- is not an effect of hot weather concreting

a)

hydration of cement

b)

delay in setting & hardening

c)

quick setting

d)

early stiffening.

7.

------ is not a step to control defects in mass concrete

a)

Lowering water-cement ratio

b)

appropriate detailing of reinforcement

c)

Use of blended cement

d)

Use of fly ash in high volume

8.

Water reducing admixtures are generally called by the name -----------

a)

Retarders

b)

plasticisers

c)

corrosion inhibitor

d)

pore filling admixtures

9.

----- is not an effect of cold weather concreting

a)

Delay in setting and hardening.

b)

shrinkage cracks

c)

Freezing of concrete at early stage

d)

Freezing and thawing.

10.

The ---------- underwater concreting is suitable for cases where a large mass of concrete is required for stabilizing foundations and small amount of concrete is needed for different locations.

a)

Hydro valve method

b)

Skip method

c)

Tilting pallet barge

d)

Pre-placed aggregate

11.

------is not a method adopted for concreting in cold weather

a)

Use of admixtures of anti freezing materials.

b)

Economical heating of materials of concrete

c)

suitable type of cement for concrete

d)

use fly ash in high volume

12.

Post cooling can be made by insulating concrete as soon as concreting is done in mass concrete. State whether the statement is true or false

a)

True

b)

False

c)

None of the above

13.

----------are useful in cases where it is not possible to achieve full concrete cover on the reinforcement, or in repair situations.

a)

super plasticiser

b)

plasticiser

c)

corrosion inhibitors

d)

none of the above

14.

The admixture that increases the cohesion of the cement paste without reduction of the workability and prevents washout of cement grout

a)

corrosion inhibitors

b)

Plasticiser

c)

Super plasticiser

d)

Anti wash out admixture

15.

-------------is used to pre cool materials for Mass concrete

a)

Calcium chloride

b)

Calcium sulphate

c)

Liquid Nitrogen

d)

Hydrogen