S .B. Roll no _____
CONCRETE
TECHNOLOGY
4th
Exam / civil / 4051/ May’10
Duration 3 hrs
Section – A
1.
Fill in the blanks
a.
In fineness test of Ordinary Portland cement,
the residue on I.S. sieve no. 9 should not be more than _____
b.
When fully saturated , the bulking of sand is
______
c.
The phenomenon by virtue of which the plastic
cement paste changes into solid mass is known as _____
d.
In concrete, the only lubricant available is
____
e.
As the internal fraction of aggregates increases
, workability ____
f.
The ratio of various ingredients in concrete of
grade M150 is ____
g.
The appearance of water on the surface of
concrete after compaction is called
_____
h.
The separation of coarse aggregates form cement
water paste is called ______
i.
The concrete should not be placed during
________
j.
The mixing of water should be chilled in very
hot weather by ______
State true of false.
a.
Accelerators are used during hot weather.
b.
The water cement ratio should not be kept
constant.
c.
Quantity of cement is measured by volume.
d.
The curing rate of concrete is changed by
temperature.
e.
Harshness results in porous concrete.
Section
–B
Note : Attempt any ten questions
2.
a.
Define concrete ?
b.
Differentiate between ordinary concrete and controlled concrete?
c.
Name the main chemical compounds presents in Ordinary
Portland cement?
d.
What do
you understand by setting and hardening of cement ?
e.
Differentiate between volume batching and weight
beaching?
f.
What is the effect of Gypsum on setting time ?
g.
What do you mean by segregation?
h.
Why concrete should be workable?
i.
Differentiate between accelerators and retarders
in concrete?
j.
Why cement should not be allowed to come in
moisture contact?
k.
Differentiate between initial setting and final
setting of cement ?
l.
Why slum test is performed?
Section –C
Note : Attempt any three questions
3.
Define workability of concrete ? explain the
various factors affecting workability
4.
Define curing ? explain the various methods of
curing.
5.
Describe SLUMP test for concrete ? what are the limitations of
this test?
6.
Discuss various precautions required for hot
weather concreting?
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