Q.1.

Concrete gains strength due to

Q.2.

Pick up the incorrect statement from the following:

Q.3.

Concrete is unsuitable for compaction by a vibrator if it is

Q.4.

The diameter of the Vicat plunger ismm and its length varies from

Q.5.

The commercial name of white and coloured cement in India, is

Q.6.

The grade of concrete Mmeans that compressive strength of acm cube afterdays, is

Q.7.

The type of aggregates of same nominal size, which contain less voids when compacted, are

Q.8.

Construction joints are provided

Q.9.

The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as

Q.10.

The condition not applicable to water cement ratio law, is

Q.11.

Transport of concrete by pumps, is done for a distance of

Q.12.

The type of aggregates of same nominal size, which contain less voids when compacted, are

Q.13.

The top diameter, bottom diameter and the height of a slump mould are :

Q.14.

Slump test of concrete is a measure ofits

Q.15.

If aggregates completely pass through a sieve of sizemm and are retained on a sieve of sizemm, the particular aggregate will be flaky if its minimum dimension is less than

Q.16.

Mgrade of concrete approximates

Q.17.

For the construction of cement concrete floor, the maximum permissible size of aggregate, is

Q.18.

Concrete mainly consists of

Q.19.

To ensure constant moisture content in aggregates

Q.20.

Saw dust can be rendered chemically inert by boiling it in water containing

Q.21.

Inert material of a cement concrete mix, is

Q.22.

The shrinkage of concrete

Q.23.

Pick up the correct statement from the following:

Q.24.

Allowable shear strength of concrete, depends upon

Q.25.

For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is

Q.26.

An aggregate is said to be flaky if its least dimension is less than

Q.27.

Pick up the correct statement from the following:

Q.28.

High temperature

Q.29.

Workability of concrete mix with low water cement ratio is determined by

Q.30.

The maximum amount of dust which may be permitted in aggregates is