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They compared this material to Roman mortar samples dating back 1,900 years.
Investigation was carried out on cement-lime mortar samples.
The effects of RHA and CFBC contents on the properties of the mortar samples were studied.
The uniaxial compressive strength of 11 mortar samples is determined following the ASTM standards.
Additionally, the effect of synthesized material in controlling the performances of the mortar samples was studied.
Moreover, 12 × 12 × 2 cm mortar samples were produced to apply radiation shielding test.
The uniaxial compressive strength of eleven mortar samples was determined following the ASTM standards.
The resistance of the diaphragm in cement paste and mortar samples was determined using impedance spectroscopy.
Limestone-asphalt mortar samples and granite-asphalt mortar samples were prepared by mixing original asphalt with pure CaCO3 and SiO2 powders, respectively.
At later curing ages, the mortar samples that incorporated 20% CFBC and 30% RHA exhibited the highest compressive strength values.
In this study, mortar samples were fabricated using variable amounts of fine aggregate, alkali-activator, and water.
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