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Which structural weakness frequently emerged in Roman concrete fortifications during the later empire?

A)Hydrostatic pressure induced cracking
B)Subsidence of foundation materials
C)Erosion of pozzolanic binder with seawater
D)Tensile stress concentration around arches

💡 Explanation

When Roman concrete was exposed to seawater, the pozzolanic binder underwent erosion because chloride ions reacted chemically altering the microstructure and compromising strength. Therefore erosion resulted; rather than cracking, subsidence, or stress concentration which arose from entirely different processes or load conditions.

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