Article Type: Research Article Article Citation: Dharmesh Kumar
Vishwakarma, and Prof. Harsh Gupta. (2021). STUDY AND PERFORMANCE OF STRENGTH
AND DURABILITY TEST ON CEMENT WITH ADDITION OF CERAMIC WASTE AND MICRO SILICA. International
Journal of Research -GRANTHAALAYAH, 9(1), 222-226. https://doi.org/10.29121/granthaalayah.v9.i1.2021.3163 Received Date: 03 January 2021 Accepted Date: 31 January 2021 Keywords: Silica Fume Compressive
Strength Tensile Strength Micro Silica In this paper, we are studying about properties of cement and concrete such as strength and durability. Crushed ceramic-based waste and silica instead of sand and cement. In this way, we are performing tests such as Compressive Strength Testing and Durability Test. In this study, the cement fraction is replaced by 5% and 10% with micro-silica and sand from 0%, 15%, 30% and 50% with ceramic waste.
1. INTRODUCTIONWe are studying about properties such as
durability of compressive strength and test suspension which is of size 150mm X
150mm X 150mm. The property of composition is commonly used as compressive
strength and durability. We recommend mixing (M1, M2, M4, M5, M6, M7, M8, M10,
M11, M11, M12, M13, M15 and M16), which is being made with the help of calcined
kaolin, sand, aggregate, composition, ceramic vest and
micro silica. 2.
PROCEDURE
We first made a cube with dimensions 150mm X 150mm X
150mm for the proposed experiment. All samples after 7 and 28 days curing, we
are tested by testing machine. The load is applied to the specimen 300 Kg / cm2
per minute, gradually upto fail. 3.
PREPARATION
The material in the dry state is mixed in a mortar
mixer for about two minutes, then little water is added and mixed. This is
followed by adding the super plasticizer and mixing the entire material for
about 5 minutes. Care should be taken while mixing the materials, they should
be mixed well and should not stick to the inner surface of the mixing
container. Finally, the mortar is placed in the mold. All samples will be cured
for 7 and 28 days. Figure 1: First to Eight Specimens Figure 2: Ninth to
Sixteen Specimens 4. RESULTS
AND DISCUSSION
4.1. COMPRESSIVE STRENGTH TEST
Table 1: Compressive Strength test using micro silica
0 %
Figure 3: Compressive
Strength test using micro silica 0 % Table 2: Compressive Strength test using
micro silica 5 %
Figure: 4 Compressive
Strength test using micro silica 5 % Table 3: Compressive Strength test using micro silica
10 %
Figure 5: Compressive
Strength test using micro silica 10 % Table 4: Compressive Strength test using
micro silica 15 %
Figure 6: Compressive
Strength test using micro silica 15 % 4.2. DURABILITY TESTS
Table 5: Water absorption of different
mixes
Figure 7: Water
absorption of different mixes 5. CONCLUSIONS
We are tested the specimen size of 150mm X
150mm X 150mm to observe the compressive strength and durability test using of
ceramic waste and micro silica. The various results are obtained with the help
% of ceramic waste addition. These specimens are tested using compression
strength testing machine after 7 days and 28 days. It is found out the maximum compressive
strength using micro silica 15 %
during 7 days and 28 days are 45.66 Kg/ cm2 and 47.88 respectively
which is shown in Table 3 and Figure 5. It is also found that in M12 Water absorption at 702 g/100cm2 at the time of 1280
Minutes using water absorption of different mixes, which is Table 5 and Figure
7. SOURCES OF FUNDING
This
research received no specific grant from any funding agency in the public,
commercial, or not-for-profit sectors. CONFLICT OF INTEREST
The
author have declared that no competing interests exist. ACKNOWLEDGMENT
None. REFERENCES
[1] Khayat, K. H. 1995. “Effects of
anti-washout admixtures on fresh concrete properties.” ACI Mater. J., pp 164–171. [2] Shikha Bansal, ‘Effect of silica
fume on the strength of cement mortar’, International Journal of Research in
Engineering and Technology 2321-7308, Volume: 04 Issue: 02, Feb-2015. [3] Surendra Kumar Kaushik, ‘Study on
quaternary concrete micro-structure, strength, durability considering the
influence of multi-factors’, Construction and Building Materials 139 (2017)
447–457.
This work is licensed under a: Creative Commons Attribution 4.0 International License © Granthaalayah 2014-2020. All Rights Reserved. |