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EXPERIMENTAL ANALYSIS OF COMPONENT
INTERACTION IN CONCRETE
A PROJECT REPORT
Submitted by
HARISH.R – 411711103006
SATHYANARAYANAN.R – 411711103031
VANCHINATHAN.M – 411711103039
GUIDED BY – Ms. SNEKHA.G
in partial fulfilment for the award of the degree
of
BACHELOR OF ENGINEERING
in
CIVIL ENGINEERING
PRINCE SHRI VENKATESHWARA PADMAVATHY ENGINEERING
COLLEGE, PONMAR, CHENNAI – 600127
ANNA UNIVERSITY: CHENNAI 600025
APRIL 2015
ABSTRACT
This project focuses on increasing the characteristic compressive strength of
concrete through the simplest and cheapest means possible. To achieve this, the
interaction of components present in the concrete are to be studied and with this
information, minor micro level changes can be made to enhance the performance of
concrete. These micro level changes include reducing the Interfacial transition zone
in concrete by changing the physical or chemical properties of aggregate, sand and
water to increase the adhesive bond between them. The enhancement of the
aggregate – cement matrix bond will be attempted by increasing the surface area of
the aggregate, the roughness and bringing down the particle size at the surfaces. The
gradation of the concrete mixture will be attempted to be increased by using smaller
aggregates and larger sand particles. The properties of water will be attempted to be
altered by increasing the surface energy of the aggregates and by reducing the
contact angle of the water, eventually leading to more wettability and spreading,
resulting in more efficient interaction. These theories will be experimentally tested
and the results will be analysed. If successful, the best composition of these
alterations which will be the most suitable for concrete, will be known and the
efficiency of concrete would have increased by the cheapest means possible, without
any expensive chemical admixtures or extra materials added.
SCOPE
This project is an experimental study of the component interaction in concrete.
Irrespective of the results, this project will provide a clearer view of the internal
workings of cement, fine aggregate and coarse aggregate which can be used for
future experiments and innovations.
If successful, this project is a breakthrough in concrete technology. The possibility
of producing a High Performance Concrete without chemical admixtures or extra
materials will be widely accepted. The compressive strength of the concrete will be
significantly increased.
This process can be used more efficiently in prestressed concrete, as the concrete is
subjected to more compressive stress than tensile.
This lowers the production cost by eliminating expensive admixtures and the
addition of steel fibres, elastomers, etc.
In another point of view, if the resultant High Performance Concrete, which itself
has a high compressive strength, is combined with the perfect composition of
admixtures and materials, then the final product will be more efficient by large
percentages.
OBJECTIVES
1. To increase the surface area of the aggregate.
2. To decrease the particle size at the surface of the aggregate.
3. To reduce the size of the Interfacial Transition Zone.
4. To increase the gradation of concrete to make it more homogeneous.
5. To increase surface energy and decrease the contact angle of water
added by using surfactants.
METHODOLOGY
1. Analysis of Cracks and Failure patterns.
2. Analysis of aggregate structure.
3. Increasing efficiency of aggregate.
4. Testing theory.
5. Analysis of cement sand interaction.
6. Increasing gradation of sand.
7. Testing
8. Analysis of water - cement interaction.
9. Reducing the wall effect.
10. Identifying perfect surfactant.
11. Testing theory.
12. Finding perfect composition.
LITERATURE REVIEW
1. The report “Failure Theories and Concrete Plasticity” is a part of the
series “Mechanics and Design of Concrete Structures” done by Prof. Oral
Buyukozturk.
2. “Concrete Fracture analysis” by the authors in Wikipedia.
3. The report “The correlation between aggregate shape and compressive
strength of concrete” of IJSCER was done by Rýza Polat, Mehrzad
Mohabbi Yadollahi., et.all.
4. The report “Aggregate Paste/ Bond” was done by the researchers in “Dams
of Africa” project.
5. The report “Surface preparation for improved adhesion” published by
“March plasma Systems”
6. The report on “Surfactant Chemistry and general phase behaviour” by
Bristol University.
TENTATIVE SCHEDULE
Week 1: Analysis of Cracks and Failure patterns, Analysis of aggregate structure.
Week 2: Analysis of cement sand interaction, Analysis of water cement interaction.
Week 3: Increasing efficiency of aggregate and gradation of sand techniques.
Week 4: Identifying perfect natural surfactant for water, Reducing wall effect.
Week 5: Casting and testing.