IRJET- Effect of Recycled Aggregates on the Mechanical Properties of Concrete

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 10 | Oct 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 33
EFFECT OF RECYCLED AGGREGATES ON THE MECHANICAL PROPERTIES
OF CONCRETE
Aastha1, Dr. R.R. Singh2
1Ph.D. Student, Civil Engineering Department, Punjab Engineering College (Deemed To Be University),
Chandigarh , India
2Professor & Head, Department of Civil Engineering Punjab Engineering College (Deemed To Be University),
Chandigarh , India
----------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Recycled aggregates are theaggregateswhichare
retrieved from the demolishedstructures.Basic differenceof
these aggregates from natural aggregates is the adhered
mortar on the surface of aggregates which is left overtheold
concrete. When recycled aggregates are used in concrete
mix, these aggregates absorb part of the water which is
initially calculated for the cement hydration anditadversely
affect some other characteristics of the concrete such as
strength and durability. One of the most significant issues
that determine the strength characteristics are the types of
coarse aggregates in recycled concrete. This study is aiming
to investigate experimentally the effect of recycled
aggregates in concrete which are obtained from laboratory
waste. This investigation also aims to determine the
influence of pre-saturation and polymer impregnation on
mechanical properties of recycled aggregate concrete.
In this study, behaviour of recycled aggregate concrete
(RAC) at varying percentages i.e. (0%, 40%, 60%, 80%,
100%) of recycled aggregates in terms of their mechanical
properties was investigated and results are compared with
two different techniques used to modify the properties of
recycled aggregates. It was observed that with the use of
silicon-based polymer mechanical properties of RCA were
enhanced and water absorption of RCA was also reduced.
Mechanical properties like compressive strength, split
tensile strength and flexure strength were compared and it
was observed that the strength achieved by silicon based
polymer was more beneficial than the other technique.
Replacement of 60% natural aggregates by RCA has shown
the maximum improvement in the mechanical properties of
concrete.
1. INTRODUCTION
Concrete is a composite material consisting of binding
medium and aggregate particles. This bindingmediumisthe
product of reaction between hydraulic cement and water.
The main constituent of concrete is cement, sand, aggregate
and water. Concrete is a composite product obtained by
mixing cement, water and an inert matrix of sand and gravel
or crushed stone. Concrete has been the leading building
material since it was first used and is bound to maintain its
significant role in the upcoming future due to its durability,
maintenance free service life, adaptability to any shape and
size, wide range of structural properties plus cost
effectiveness. The concrete is the most important
construction material which is manufactured at the site. It
undergoes a number of operations such as transportation,
placing, compaction and curing. Calcium silicate hydrate(C-
SH) is the main product of the hydration of Portland cement
and is primarily responsible forthestrengthincementbased
materials. C-S-H is the most important phase of concrete
which is governing the majority of its properties. C- S-H in
hydrated cement paste forms a network of Nano particles
and the interaction between them is caused by the Van der
Waals as well as by ionic forces, linked with ionic double
layer.
The increasing number of concrete buildings being
demolished, the difficulties of disposing of concrete rubble
produced together with a developing scarcity of aggregate
need to the major urban areas has prompted an interest in
the possibility of using concrete rubble as aggregate in
concrete. Infrastructural development plays an important
role in the growth and enhancement of any country or
society. This facility is accompanied by construction,
remoulding, maintenanceanddemolitionofbuildings,roads,
subways and other structural establishments. Work aims to
provide an overview of recent studiesthathavebeencarried
out to investigate the incorporation of recycled aggregates,
hereafter referred to as RA, into the production of concrete.
In particular, results of study were examinedinregardtothe
compressive strength of concrete blocks made with RA,
hereafter referred to as recycled aggregate concrete, or
simply, RAC. Considerable amount of research has been
carried out with different types of materials.
1.1 Recycled Aggregates
Recycled aggregates are the aggregates produced from the
processing of previously usedconstructionmaterialssuchas
concrete or masonry. Recycled aggregates consists of hard,
graduated fragments of inert mineral materials, including
sand, gravel, crushed stone, slag, rock dust, or powder.
Recycling is the act of processing the used material forusein
creating new product. The usage of natural aggregate is
getting more and more intense with the advanced
development in infrastructure area. In order to reduce the
usage of natural aggregate, recycledaggregatecanbeusedas
the replacement materials. Recycled aggregate are
comprised of crushed, graded inorganic particles processed
from the materials that have been used in the constructions
and demolition debris. These materials are generally from

buildings, roads, bridges, and sometimes even from
catastrophes, such as wars and earthquakes. Recycling and
reuse of building wastes have been found to be an
appropriate solution to the problems of dumping thousands
tons of debris accompanied with shortage of natural
aggregates.
1.2 Modification of Recycled Aggregates
Sodium Silicate is a generic name for chemical compounds
with the formula Na2x SiO2+x or (Na2O)x·SiO2, such as
sodium metasilicate Na2SiO3,sodiumorthosilicateNa4SiO4,
and Sodium Pyrosilicate Na6Si2O7. The anions are often
polymeric. These compounds are generally colourless
transparent solids or white powders, and solubleinwater in
various amounts.
Concrete treated with a sodium silicate solution helps to
significantly reduce porosity in mostmasonryproductssuch
as concrete and plasters. A chemical reactionoccurswiththe
excess Ca (OH) 2 present in the concrete that permanently
binds the silicates with the surface, making them far more
durable and water repellent(Despotovic). This treatment
generally is applied only after the initial curehastakenplace
(7 days or so depending on conditions).
Pre-Saturation of Recycled Aggregate for short interval of
time. Pre –Saturation can be done in acid or in
water(Despotovic). Here, in this study we are using Pre-
Saturation of Recycled aggregate using water.
2. MATERIALS AND METHODS
Total number of cubes, beams, cylindrical specimens were
casted during thesis work to show strength and durability
characteristics of recycled aggregate concrete.
In each mix, 6 cubes, 6 cylinders and 6 beams were casted.
However, 3 cubes in each mix were tested after 7 days of
moist curing to obtain the 7 day cube compressive strength
of recycled aggregate concrete. The remaining 3 cubes were
tested after 28 days for each mix. In a similar manner
cylindrical and prismatic specimens were tested for split
tensile strength and flexural strength. Overview for the
number of sample casted are listed in Table 1.
Table -1: Overview of Number of Specimen Casted
S. No. Cube Cylinder
Beam Comment
1 3+3 3+3 3 +3 Normal Control Mix
2 3+3 3+3
3 +3 Mix with 40% Replacement
of Coarse aggregate with
Recycled Aggregate
3 3+3 3+3 3 +3
Mix with 60% Replacement
Recycled Aggregate
4 3+3 3+3 3 +3
Recycled Aggregate
5 3+3 3+3
3 +3
Mix with 100%
Replacement of Coarse
aggregate with Recycled
Aggregate
6 3+3 3+3 3 +3
Pre-Saturated Recycled
Aggregate
7 3+3 3+3 3 +3
Aggregate
8 3+3 3+3
3 +3
Aggregate
9 3+3 3+3
3 +3
Aggregate
10 3+3 3+3
3 +3
Recycled Aggregate
immersed in 5% Sodium
Silicate Solution
11 3+3 3+3 3 +3
Recycled Aggregate
Silicate Solution
12 3+3 3+3 3 +3
Recycled Aggregate
Silicate Solution
13 3+3 3+3 3 +3
Recycled Aggregate
Silicate Solution
The property of concrete which determines the amount of
useful internal work, necessary to produce full compaction
i.e. workability is the amount of energy to overcomeFriction
while compacting. Also defined as the relative ease with
which concrete can be mixed, transported, moulded and
compacted.

Slump test was carried out to study the workability of
concrete mix with the partial replacement of recycled
aggregates with different techniques. With increase in
recycled aggregates workability of mix gets reduced. It was
reported by Amer et al.(2016) that for pre-saturated
recycled aggregates slump remain substantially unaffected.
With pre-saturation of recycled aggregates workability first
increases and then decreases due to more recycled
aggregates used as more rough surfaceisavailableandmore
water absorption take place. For recycled aggregate
immersed in 5% sodium silicate solution workability of mix
is more than that of pre-saturation as with immersion of
recycled aggregates, the mortar surrounding the recycled
aggregates gets little bit of slurriedoutandtheroughsurface
reduces as compared to intial rough surface of recycled
aggregate. With increase in the replacement of recycled
aggregates immersed in 5% sodium silicate solution
workability of mix decreases.
3. CONCLUSIONS
On the basis of results and discussions, the following
conclusions are drawn:
1) Water absorption of recycled aggregates was found to
be greater than natural aggregates. This is due to the
fact that the mortar adhered with recycled aggregate
was porous which lead to the increase in water
absorption, which can be improved by polymer
immersion. However, no significant change in slump
was observed with pre-saturation and polymer
immersion but overall cohesiveness of concrete was
found to be better which was experienced visually.
2) The replacement of natural aggregates by recycled
aggregates upto 60% resulted in increase in all strength
parameter i.e. compressive strength, split tensile
strength and flexural strength of concrete. At 60%
replacement of natural aggregates by recycled
aggregates resulted in 14% increase in compressive
strength which may be attributed to the fact that
effective water cement ratio was reduced due to high
water absorption by aggregates and the quantity of
adhered mortar.
3) The replacement of natural aggregates by pre-satrated
recycled aggregates resulted in decrease in all strength
parameters i.e. compressive strength, split tensile
strength and flexural strength of concrete except for
60% partial replacement of natural aggregateswithpre-
saturated recycled aggregates. However, no significant
decrease was observed.
4) The replacement of natural aggregates by recycled
aggregates treated with sodium silicate solution
resulted in increase in all strength parameter i.e.
compressive strength, split tensile strength andflexural
strength of concrete. There was 16% increase in
compressive strength, 29.3% increase in split tensile
strength and 30.9% increase in flexure strength.
5) The optimum replacement of recycled aggregates is
found to be 60% replacement. For 60% replacement its
compressive strength, split tensile strength and flexure
strength is found to be more than all other partial
replacement. Aggregates immersed in 5% sodium
silicate solution shows the highest strength
characteristic properties among pre-saturated
aggregates and recycled aggregates.
REFERENCES
1. Al-Harthy(2007) “Properties of Recycled Aggregate
Concrete”. Proceedings of the ACI-KuwaitSustainability
of Structural Concrete in the Middle East with Emphasis
on High- Rise Buildings.
2. Construction and Building Materials, 123 Amnon
K.(2003) “Properties of concrete made with recycled
aggregate from partially hydrated old concrete” Cement
and Concrete Research: Volume 33(5):703-711.Cement
and Concrete
3. Composites, 32 espotovic(20 6) “improvement of
recycled aggregate” A review paper. Proceedings of
Amer, A.A.M., Ezziane, K. and Bougara, A., 2016.
Rheological and mechanical behavior of concrete made
with pre-saturated and dried recycled concrete
aggregates. , pp.300-308.
4. Debieb, F., Courard, L., Kenai, S.andDegeimbre,R.,2010.
Mechanical and durability properties of concrete using
contaminated recycled aggregates. International
Conference. in Civil Engineering, 25 Journal of Materials
(6), pp.421-426.
5. Ho, N.Y., Lee, Y.P.K., Lim, W.F., Zayed, T., Chew, K.C.,Low,
G.L. and Ting, S.K., 2013. Efficient utilization of recycled
concrete aggregate in structural concrete.(3), pp.318-
327.
6. Hobbs .W.( 983) “Influence of Fly Ash on the
Workability and Early Strength of Concrete,
Proceedings, 1st International Conference on the Use of
Fly Ash, Silica Fume, Slag and otherMineral By-Products
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7. IS 456:2000 “Code of practice Plain and Reinforced
Concrete, Bureau of Indian Standards” New elhi.
8. IS 5 6: 959 (Reaffirmed 999) “Methods of tests for
strength of concrete, Bureau of Indian Standards” New
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9. IS 2386:1963 (Part I) “Methods of tests for specific
gravity of aggregates, Bureau of Indian Standards” New
Delhi.
10. IS 2386: 963 (Part III) “Methods of tests for sieve
analysis of coarse and fine aggregates, Bureau of Indian
Standards” New elhi.
11. IS 403 : 988 (Part IV) “Methods of tests for standard
consistency of cement, BureauofIndianStandards”New
Delhi.
12. IS 403 : 988 (Part V) “Methods of tests for
determination of initial and final setting time of cement,
Bureau of Indian Standards” New elhi.

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