CIVIL DIPLOMA 4TH SEMESTER CONCRETE TECHNOLOGY
|
Course Title: CONCRETE TECHNOLOGY |
||
Credits (L:T:P) : 4:0:0 |
Total
Contact Hours: 52 |
Course
Code: 15CE43T |
|
Type of Course: Lectures,
Self Study & Student activity |
Credit :04 |
Core/ Elective: Core |
|
CIE- 25 Marks SEE-
100 Marks |
Course Outcome |
CL |
Linked PO |
Teaching Hrs |
|
CO1 |
Define
concrete; understand the functional role of ingredients in concrete and the
application of concrete as a building material. |
R/U/Ap |
1,2,3,5 |
9 |
CO2 |
Explain the
significance of water cement ratio, differentiate the behavior of concrete in
fresh and hardened states, and know the fundamental characteristics of fresh
and hardened concrete. |
R/U/Ap |
1,2,3,4,5 |
17 |
CO3 |
Design
concrete mixes as per codal provisions. |
R/U/Ap/Ay |
1,2,3,4,5,6,7 |
7 |
CO4 |
Summarize
the sequence and procedure of concreting operations and the importance of joints in concrete structures. |
R/U |
1,2,4,5 |
12 |
CO5 |
Discover the need for
sustainability and study the usage of waste/ recycled materials in concrete |
R/U/Ap/ |
|
7 |
CO6 |
Evaluate the effect of the
environment on service life performance, properties and failure modes of
structural concrete and present it as a case study. |
R/U/Ap/ Ay/ C |
1,2,3,4,5, 6,7,8,9,10 |
* |
Total
sessions |
52 |
Course |
Programme
Outcome |
|||||||||
PO1 |
PO2 |
PO3 |
PO4 |
PO5 |
PO6 |
PO7 |
PO8 |
PO9 |
PO10 |
|
|
|
|
|
|
|
|
|
|
|
|
Concrete technology |
3 |
3 |
3 |
3 |
3 |
2 |
2 |
1 |
1 |
1 |
UNIT |
COURSE
CONTENTS |
HOURS |
1 |
INTRODUCTION: - Definition of concrete. Advantages of concrete. Uses of concrete in
comparison to other building materials. CONCRETE
INGREDIENTS Cement – Chemical composition, grades of cement, Tests on cement-(fineness,
normal consistency, setting time, soundness, and compressive strength) i) Storing Cement:- (a) Storing of cement in the warehouse., (b) Storing of
cement at site., (c) Effect of storage
on strength of cement Water -Quality of mixing water, Limits on the impurities as per ISI. Fine aggregate – specific gravity, density, moisture content, bulking, sieve
analysis, grading of aggregates, deleterious materials, emerging trends of
fine aggregate- manufactured sand. Coarse aggregate – importance of size, shape and texture, grading of aggregates, sieve
analysis, specific gravity, flakiness and elongation index, crushing, impact
and abrasion tests. . Aggregate:- Storing of
aggregate on site for maintaining uniformity of moisture and cleanliness. Admixtures Chemical
admixtures–
(uses and effect):- plasticizers, accelerator, retarders and air entraining
gents, carboxyclic based admixtures. Mineral admixtures –fly ash, blast furnace slag, meta-kaolin, Silica
fume, rice husk ash. |
9 |
2 |
Behavior of
concrete Hydration of cement, Bogue’s compounds, gel/space
ratio, Calcium silicate hydrate, calcium hydroxide, calcium aluminates
hydrates, water requirement for hydration, Water Cement Ratio- water cement
ratio law and conditions under which the law is valid, Effect of various W/C
ratios on the physical structure of hydrated cement, internal moisture,
temperature, age, and size of specimen. Definition of cube strength |
5 |
UNIT |
COURSE
CONTENTS |
HOURS |
|
of concrete. Relations between water cement ratio and strength of
concrete, Structure of concrete, transition zone, |
|
3 |
PROPERTIES
OF CONCRETE: Properties of Fresh concrete: Workability – definition, factors affecting
workability, measurement of workability by slump,
compaction factor, vee-bee, flow tests. Segregation and bleeding. Properties of hardened concrete:- (a) Strength. Characteristic strength,
(b) Durability, (c) Permeability., Factors affecting strength, w/c ratio,
maturity concept, effect of aggregate properties, compressive strength,
tensile strength, bond strength, modulus of rupture, modulus of elasticity,
poisson ratio, the relationship between these parameters., aggregate-cement
bond strength. Shrinkage – plastic
shrinkage and drying shrinkage, factors affecting shrinkage. Creep – measurement of creep, factors
affecting creep, effect of creep. Durability – definition, significance, permeability, Factors contributing to
cracks in concrete – plastic shrinkage, settlement cracks, Thermal expansion,
and structural design deficiencies. Concrete in Aggressive Environment:
Alkali – Aggregate Reaction, Sulphate Attack, Chloride Attack, Acid Attack,
Effect of Sea Water, Carbonation, special coating for Water Proofing,
Freezing and thawing, Tests on
hardened concrete – compressive strength, split tensile strength, flexural
strength, non-destructive testing of concrete. (d) Dimensional changes. (iii)
Quality Control at site:- Control tests on cement, aggregate water and
concrete. Concept of quality control. |
12 |
4 |
CONCRETE MIX DESIGN: Concept of mix design, Objectives of mix design,
grades of concrete, different methods of mix design, factors affecting mix proportions
variables in proportioning, exposure conditions, Design data for moisture,
bulkage, absorption and suitable fine aggregate and coarse aggregate ratio,
Procedure of mix design as per IS 10262-2009,
numerical examples of mix design as per IS 10262- 2009 and IS 456 Adjustment on site for Bulking, water content,
Absorption, Workability |
07 |
5 |
CONCRETE
OPERATIONS:- (ii) Batching:- (a) Batching of cement, (b) Batching of aggregate: Batching by volume, using gauge box, selection of
proper gauge box, Batching by weight-spring balances and by batching machines., (c) Measurement of water. (iii)
Mixing (a) Hand mixing (b)
Machine mixing-types of mixer, capacities of mixers, choosing appropriate
size of mixers, operation of mixers, mixing of water.(c) Maintenance and care
of machines. precautions before,
during and after concreting (iv)Transportation
of Concrete:- Transportation with and situations of use of the following-
pans, wheel barrows, transit mixers, chutes, belt conveyors, pumps, tower
cranes. Ready-mix concrete-manufacturing of ready
mix concrete (v)
Placement of Concrete :(a) Prior preparation
before placement; when put on natural soil, rocky base, specially prepared
sub-base (brick soling and water bound macadam base), hardened concrete base,
checking of form work, checking provision for joints. (b) Placement of
concrete-precautions to be taken. (vi)
Compaction :(a) Hand
compaction-pavement, narrow and deep members. (b) Machine compaction-types of
vibrators-internal and external-Method of handling- suitability for various situations. (vii)
Finishing concrete slabs-screeding, floating, and trowelling. |
14 |
UNIT |
COURSE
CONTENTS |
HOURS |
|
Hot Weather Concreting- Cold Weather
Concreting-under water concreting (viii)Curing:-
Object of curing, Method of curing,- conventional and advanced Recommended
duration for curing. (ix)Jointing:- Importance, types,
Location |
|
6 |
Special types of concrete:- sustainability- application of waste/ recycled
materials in concrete. Comparison of the following special concrete with
conventional concrete- High strength concrete, fiber reinforced concrete,
polymer concrete, ferrocement concrete. Foamed concrete, pervious concrete,
high density concrete, self- compacting concrete, high performance concrete,
Reinforced Cement concrete pavement quality concrete (Composition advantages
and specific applications only) Suggested activity (Case study) |
05 |
Dimension |
Students score |
||||
(Group
of five students) |
|||||
|
|
|
|
|
|
Rubric Scale |
Unsatisfactory 1, Developing 2, Satisfactory 3, Good
4, Exemplary5 |
||||
1.Literature |
5 |
|
|
|
|
2.Fulfill team’s roles &
duties |
2 |
|
|
|
|
3.Conclusion |
3 |
|
|
|
|
4.Convensions |
4 |
|
|
|
|
Total |
13 |
|
|
|
|
Average=(Total /4) |
3.25=4 |
|
|
|
|
Note:
Concerned faculty (Course coordinator) must devise appropriate
rubrics/criteria for assessing Student activity for 5 marks One activity to
attain last CO (course outcome) may be |
Dimension |
Rubric
Scale |
||||
1 Unsatisfactory |
2 Developing |
3 Satisfactory |
4 Good |
5 Exemplary |
|
1.Literature |
Has not included relevant
info |
Has included few relev ant
info |
Has included some relev ant
info |
Has included many relev ant info |
Has included all relevant info needed |
2. Fulfill team’s roles & duties |
Does not perform any
duties assigned |
Performs very little
duties |
Performs partial duties |
Performs nearly all duties |
Performs all duties of assigned
team roles |
3.Communication |
Poor |
Less Effective |
Partially effective |
Effective |
Most Effective |
4.Convensions |
Frequent
Error |
More Error |
Some Error |
Rare Error |
No Error |
|
What |
To whom |
When/Where (Frequency in
the course) |
Max Marks |
Evidence collected |
Course
outcomes |
||
|
CIE |
IA |
Students |
Thrice test (Average of three tests) |
Test 1 |
20 |
Blue books |
1,2 |
Test 2 |
2,3 |
|||||||
Test3 |
4,5 |
|||||||
Mini project |
05 |
Report |
1,2,3,4,5 |
|||||
SEE |
End Exam |
End of the course |
100 |
Answer scripts at BTE |
1,2,3,4,5 |
|||
|
Student Feedback on course |
Students |
Middle of the course |
|
Feedback forms |
1, 2, Delivery of course |
||
End of
Course Survey |
End of the course |
|
Questionnaires |
1,2,3,4,5,6 Effectiveness
of Delivery of instructions & Assessment Methods |
Unit |
Major Topics |
|
Questions
to be set for SEE |
|
|
A* |
B* |
|||
Cognitive
Levels |
||||||||||
R |
U |
Ap |
Ay |
|||||||
1 |
Introduction to Concrete and Concrete Ingredients |
9 |
40% |
20% |
40% |
0% |
25 |
17 |
1 |
2 |
10 |
5 |
10 |
0 |
|||||||
2 |
Behavior of concrete |
5 |
70% |
30% |
0% |
0% |
15 |
10 |
1 |
1 |
10 |
5 |
0 |
0 |
|||||||
3 |
Properties of Concrete |
12 |
50% |
50% |
0% |
0% |
30 |
23 |
2 |
2 |
15 |
15 |
0 |
0 |
|||||||
4 |
Concrete Mix Design |
7 |
21% |
20% |
20% |
40% |
25 |
13 |
1 |
2 |
5 |
5 |
5 |
10 |
|||||||
5 |
Concrete Operations |
12 |
50% |
33% |
17% |
0% |
30 |
23 |
2 |
2 |
15 |
10 |
5 |
0 |
|||||||
6 |
Special
types of concrete |
7 |
25% |
75% |
0% |
0% |
20 |
13 |
2 |
1 |
5 |
15 |
0 |
0 |
|||||||
Total |
52 |
43% |
38% |
13% |
7% |
145 |
100 |
9 |
10 |
|
60 |
55 |
20 |
10 |
Sl. No |
Bloom’s
taxonomy |
%
in Weightage |
1 |
Remembering and Understanding |
81 |
2 |
Applying the knowledge acquired from the course |
13 |
3 |
Analysis |
7 |
4 |
Synthesis ( Creating new knowledge) |
0 |
5 |
Evaluation |
0 |
Comments