VTU Civil Engineering (Semester 4)
Concrete Technology
June 2015
Total marks: --
Total time: --
INSTRUCTIONS
(1) Assume appropriate data and state your reasons
(2) Marks are given to the right of every question
(3) Draw neat diagrams wherever necessary


1 (a) What are the various laboratory tests conducted on cement?
5 M
1 (b) Explain the importance of conducting the soundness test on cement and the procedure of conducting the soundness test.
10 M
1 (c) Explain with the flow chart the manufacture of cement by wet process.
5 M

2 (a) Explain the importance of shape and texture of aggregate used in concrete.
10 M
2 (b) Which are various tests conducted on coarse aggregates for determining its strength?
5 M
2 (c) Explain bulking of aggregates.
5 M

3 (a) What is an admixture? What is the effect of air entrainment on the properties of concrete?
12 M
3 (b) Write short notes on accelerators and retarders.
8 M

4 (a) Define workability and list the factors affecting workability.
8 M
4 (b) List the various tests to measure workability and explain KEE BEE consistometer test.
12 M

5 (a) What are factors affecting the strength of concrete?
4 M
5 (b) Explain the accelerated curing test on concrete cubes.
8 M
5 (c) Write short notes on Bond strength of concrete.
8 M

6 (a) Explain briefly the factors affecting modulus of elasticity of concrete.
10 M
6 (b) Discuss the factors affecting creep.
10 M

7 (a) Explain the different methods of controlling sulphate attack on concrete.
10 M
7 (b) Discuss the durability of concrete in sea water.
10 M

8 Design a concrete mix by IS method for M30 grade concrete as per IS 10262-2009.
a) Grade: M30
b) Cement: OPC-43 Grade
c) Maximum Nominal size of aggregate: 20mm
d) Minimize cement content: 320 Kg/m3
e) Max, w/c Ratio: 0.45
f) Workability: 100mm slump
g) Exposure condition: Severe (Reinforced concrete)
h) Method of concrete placing: pumping
i) Degree of super vision: Good
j) Type of aggregate: Crushed Angular
k) Max. Cement content: 450 K'g/m3
l) Chemical admixture: Super plasticizer
Test Data for materials:
i) Specific Gravity of cement: 3.15
ii) Specific Gravity of C.A. :2.74
iii) Specific Gravity of F.A.: 2.74
iv) Water Absorption for
     1) C.A.: 0.5%
     2) F.A: 1.0%
v) Free surface moisture
     1) C.A.: NIL (Absorbed moistrure also NIL)
     2) F.A.: NIL
vi) Fine Aggregate conforms to grading zone-I
     1) of table 4 of IS 383
     2) Coarse Aggregate
IS sieve size (mm) Analysis of coarse Aggregate fraction % of different Fraction Remark
  I II I
60%
II
40%
Combined
100%
 

20

10

4.75

2.36

100

0

 

 

100

71.20

2.40

0

60

0

 

 

40

28.5

3.7

 

100

28.5

3.7

 

Conforming

To Table 2

of IS  383

 

10 M



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