2022
DOI: 10.1007/978-3-031-15676-2_18
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Design of Compatible Mortars for a Late Roman Tomb in Serbia

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“…The composition of this mortar mixture was as follows: binder-to-aggregate volume ratio of 1 to 2 (slaked lime 1, crushed brick 0.2 as pozzolanic material, river sand 1.6 and milled limestone 0.2). This mixture was considered to be compatible since it exhibited lower a value of the average drilling force compared to the original historical mortar (HM) [ 4 ]. The total colour difference between the selected MM and HM (ΔE = 0.94) was lower than 3, which meant that the MM was visually highly compatible with the HM (the difference could not be detected with the naked eye) [ 18 ].…”
Section: Resultsmentioning
confidence: 99%
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“…The composition of this mortar mixture was as follows: binder-to-aggregate volume ratio of 1 to 2 (slaked lime 1, crushed brick 0.2 as pozzolanic material, river sand 1.6 and milled limestone 0.2). This mixture was considered to be compatible since it exhibited lower a value of the average drilling force compared to the original historical mortar (HM) [ 4 ]. The total colour difference between the selected MM and HM (ΔE = 0.94) was lower than 3, which meant that the MM was visually highly compatible with the HM (the difference could not be detected with the naked eye) [ 18 ].…”
Section: Resultsmentioning
confidence: 99%
“…The composition and production technology for the conservation model mortars (intended for future use as a rendering layer) were developed based on the characteristics of the historical mortars (HM samples). For the design of compatible systems, an already-proven methodology for the design of compatible mortars for a late Roman tomb in Serbia was used [ 4 ]. The designed model mortars were artificially aged in the laboratory using a Binder Climate Chamber KBWF 240 device.…”
Section: Methodsmentioning
confidence: 99%
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