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Cement paste deterioration by detrimental chemical reactions is discussed.
Modified cement paste specimens were prepared by adding 1%, 3% and 5% silicane into control cement paste, respectively.
As a result, the cement paste with the microorganism showed higher early strength development than plain cement paste.
The experimental tests were carried out on cement paste and composites consisting of aggregates bound by the same cement paste prepared with a water/cement ratio of 0.5.
Carbon fiber cement paste piezoresistive sensors (CFCPS) are made of piezoresistivity of carbon fiber cement paste and mainly used for local monitoring of concrete structures.
After irradiating for 15 h, the color fading rates of cement paste coated TiO2 are more than 80%, which are about 3.6 times than untreated cement paste.
The OSP dispersion was added into the Portland cement paste.
This stress state causes "popout" of the cement paste.
Otherwise, decreasing cement paste volume increases concrete deformation capacity.
Cement paste is known to react with atmospheric carbon dioxide.
It involves fiber percolation and cement paste percolation.
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