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Samples from three different concrete mixes with limestone, quartzite and granite coarse aggregates were prepared.
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Quartz, olivine and feldspar were mixed with limestone in mass ratios of 100/0, 90/10, 50/50 and 0/100.
In the first one, one-inch column of bitumen mixed with limestone was placed above powdered limestone column in a flow cell.
The initial pH of the solution was adjusted to 6 with 0.1 M HCl and 0.1 M NaOH prior to mixing with limestone powder (Sdiri et al. 2012b).
For feasibility study, a number of trial concrete mixes with different amounts of limestone fines added as a filler to replace an equal volume of cementitious paste were produced for testing.
One is asphalt droplet coalescence, which is dominant in the mixing with limestone powder.
These mixes included, an asphalt concrete mix using local aggregate at the optimum Marshall asphalt content, mixes with 0.5% and 1.0% asphalt contents higher than Marshall optimum asphalt content, a mix designed using Superpave design procedure, a mix with steel slag to replace 30% of limestone aggregate, and a mix with stone matrix aggregate gradation.
Both materials can be mixed with metal or limestone powders to create bronze, rusty or stone finishes.
The AC60/70 asphalt binder incorporating with cement and fly ash as filler materials was mixed with limestone following the Marshall mix design method.
Weathering was assessed by high resolution X-ray computed tomography (HRXCT) on two building materials frequently used as restoration material in cultural heritage buildings in a.o. northern France and Belgium: the oolitic limestone Savonnières and an artificial reconstituted stone made of debris of limestone mixed with a cement in variable proportion.
Furthermore, the asphalt mix formulated with limestone powder presented a better fatigue resistance.
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