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A COMPATIBILITY STUDY OF
ORDINARY PORTLAND CEMENT AND
FLY-ASH BASED CEMENT WITH NANO-
SILICA
Paper ID: CE0001
Mainak Ghosal1, 2, 4
, Arun Kr Chakraborty3
1
Research Scholar, Indian Institute of Engineering Science & Technology, Shibpur
2
Assistant Professor, Private Engineering College, Kalyani, Nadia, Bengal
3
Associate Professor, Department of Civil Engineering, Indian Institute of Engineering
Science & Technology, Shibpur, Howrah-711103
4
Jt.Secretray, Coal Ash Institute of India, Kolkata
14-15th March,2019
14-15th March,2019
INTRODUCTION
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CONCEPTS- Coal Ash
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CONCEPTS-Nano Silica
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Nano Silica from Rice
14-15th March,2019
What is Paddy Burning ?
14-15th March,2019
Nano Silica in PORE-FILLING
effects
14-15th March,2019
Nano Silica in POZZOLONIC
effects
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Nano Silica in NUCLEATION
effects
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14-15th March,2019
Size DECREASES 
Mechanical Properties & Durability INCREASES
INCREASES
14-15th March,2019
NanostructuredNanostructured MaterialsMaterials
Materials at the
Nanoscale brings
different laws of
Physics into play
14-15th March,2019
Nanomaterials Used – Nano
Silica
Item Description
Active Nano Content 35-40%
Particle Size 5-40 nm
pH (20°C) 9-10
Specific Gravity 1.08-1.32
14-15th March,2019
14-15th March,2019
MINERALOGICAL /MORPHOLOGICAL STUDY
14-15th March,2019
XRD image of Nanomaterials
used
RECORDING
2θ
2θ
14-15th March,2019
14-15th March,2019
Plain Cement Composite
Nano Cement Composite
Mortar Preparation for Mechanical Testing
Nano-
Silica
added
here
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Mechanical Testing of Cement Mortar
Samples
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14-15th March,2019
% Nano
additions in
Cement
7 Days
Strength
(% incr.)
28 Days
Strength
(% incr.)
90 Days
Strength
(% incr.)
180 Days
Strength
(% incr.)
365 Days
Strength
(% incr.)
0% nS
21.08 MPa
(--)
31.89MPa
(--)
31.20MPa
(--)
30.01MPa
(--)
30.01MPa
(---)
0.5% nS
23.85MPa
(13.14% )
35.1MPa
(11.35% )
41.30MPa
(32. 37% )
27.47MPa
(-9.24% )
26.76MPa
(-4.29%)
0.75% nS
27.73MPa
(31.54%)
42.27MPa
(32.55%)
49.85MPa
(59.78%)
32.52MPa
(8.36%)
31.5MPa
(4.96%)
1.0% nS
25.07MPa
(18.93%)
37.36MPa
(17.15%)
42.98MPa
(37.76%)
33.68MPa
(12.23%)
32.41MPa
(8.0%)
1.25% nS
23.17MPa
(9.91%)
30.85MPa
(-3.26%)
39.45MPa
(26.44%)
35.24MPa
(17.43%)
31.3MPa
(4.29%)
1.50% nS 23.81MPa
(12.95%)
37.79MPa
(18.50%)
33.42MPa
(7.12%)
31.23MPa
(4.07%)
29.12 MPa
(-2.96%)14-15th March,2019
% Nano
additions in
PPC
7 Days
Strength
(% incr.)
28 Days
Strength
(% incr.)
90 Days
Strength
(% incr.)
180 Days
Strength
(% incr.)
365 Days
Strength
(% incr.)
0% nS
11.36 MPa
(--)
22.44 MPa
(--)
25.96 MPa
(--)
27.08 MPa
(--)
23.52MPa
(---)
0.5% nS
8.93MPa
(-21.39%)
27.16 MPa
(21.03%)
22.45 MPa
(-13.52%)
26.11MPa
(-3.58%)
21.26MPa
(9.61%)
0.75% nS
23.66MPa
(108.27%)
27.45 MPa
(22.32%)
33.17 MPa
(27.77%)
27.0 MPa
(-0.30%)
35.54 MPa
(51.11%)
1.0% nS
25.07MPa
(18.93%)
37.36MPa
(17.15%)
42.98MPa
(37.76%)
33.68MPa
(12.23%)
32.41MPa
(8.0%)
1.25% nS
23.17MPa
(9.91%)
30.85MPa
(-3.26%)
39.45MPa
(26.44%)
35.24MPa
(17.43%)
31.3MPa
(4.29%)
1.50% nS 23.81MPa
(12.95%)
37.79MPa
(18.50%)
33.42MPa
(7.12%)
31.23MPa
(4.07%)
29.12MPa
(-2.96%)
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OPTIMIZATIONS for Nano
Materials are nS=0.75% for OPC &
for PPC
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For long term, the presence of Fly
ash enhances DURABILITY &
consistency in optimization results
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CEMENT HYDRATION
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https://www.sciencedirect.com/t
opics/chemistry/hydration-
kinetics
14-15th March,2019
OPTIMIZATION OF NANO-MATERIALS in
OPC
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14-15th March,2019
OPTIMIZATION OF NANO-MATERIALS in PPC
14-15th March,2019
14-15th March,2019
Further research on micro structural
studies like XRD,SEM,AFM,TEM,STM are
necessary for characterization of nano
materials in concrete.
14-15th March,2019
14-15th March,2019

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