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Reduction of chloride ion ingress into reinforced concrete using a hydrophobic additive material
Maryoto, Agus1, Gan, Buntara S2, Han, Aylie3.
Reinforced concrete structures located in areas near the coast are exposed to
potential corrosion attack. Corrosion attack can occur because of the infiltration of
chloride ions into concrete. At the initiation of the corrosion process, the load-carrying
capacity of a reinforced concrete member will be affected negatively as a function
of time. Infiltration of chloride ions into the concrete could be avoided by improving
the micro-concrete properties. Enhancement of these properties can be achieved
by use of an additive in the concrete. Calcium stearate is a hydrophobic material
that can improve the properties of concrete. To determine the optimum contribution
in concrete, laboratory experiments were conducted. Calcium stearate was added
in varying contents of 0, 0.2, 0.9, and 1.9% of the cement weight. Four types of tests
were performed to analyse the contribution of calcium stearate, namely the
compressive strength test, absorption test, chloride ion infiltration test, and corrosion
test. The results show that an optimum value of the compressive strength of concrete
is obtained through the addition of calcium stearate. Besides that, the absorption,
chloride ion infiltration, and corrosion value decrease significantly when a higher
amount of calcium stearate is added to the concrete.
Affiliation:
- Jenderal Soedirman University, Indonesia
- Jenderal Soedirman University, Indonesia
- Universitas Diponegoro, Indonesia
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Indexation |
Indexed by |
MyJurnal (2021) |
H-Index
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6 |
Immediacy Index
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0.000 |
Rank |
0 |
Indexed by |
Scopus 2020 |
Impact Factor
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CiteScore (1.4) |
Rank |
Q3 (Engineering (all)) |
Additional Information |
SJR (0.191) |
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