Int. J. Advanced Structures & Geotechnical Engineering
ISSN 2319-5347, ISI Impact Factor: 0.763
VOLUME 03 NO. 01 JANUARY 2014:
Title:
Influence of Fibres on Fresh and Hardened
Properties of Self-Curing Concrete
Authors:
S. Jemin Joel, S. Varatharajan, D.
Maruthachalam, S. Antony Jeyendran
Abstract:
Concrete is the most widely used construction
material owing to its good compressive strength and
durability in this present scenario. Depending upon the
nature of work, cement, fine aggregate, coarse aggregate
and water are mixed in specific proportions to produce
plain concrete. Plain concrete needs a congenial
atmosphere of moisture for a minimum period of 28 days
for good hydration and desired strength. Any laxity in
curing will badly affect the strength and durability of
concrete. Self-curing concrete is one of the special
concretes that mitigate insufficient curing due to human
negligence. Paucity of water in arid areas,
inaccessibility of structures in difficult terrains and
in areas where the water is contaminated by fluorides
will badly affect the characteristics of concrete. The
present study involves the use of super-absorbent
polymer admixture in concrete which helps in self curing
and assists in attaining better hydration and strength.
Here, the effect of admixture SAP and fibre on
compressive strength, split tensile strength and modulus
of rupture by varying the percentage of admixture by
weight of cement is found. The grade of concrete
selected for this study was M40. It was found that SAP
could help in self curing by providing strength on par
with conventional curing. The dosage of self curing
agent is 0.3% by weight of cement and polypropylene
fibre varying from [0.1%-0.5%] by weight of cement. It
was found that 0.3% of SAP and 0.3% of polypropylene
fibre by weight of cement was optimum for M40 grade
concrete for achieving maximum strength without
compromising workability.
Keywords:
Curing, Self-curing Concrete, Self-curing
Agent, Fibrous Self-curing Concrete, super-absorbent
polymer, Polypropylene Fibre
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