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Journal of Infrastructure Preservation and Resilience
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Table 4 Volume fraction of different phases under different curing conditions

From: Deterioration mechanism of steam-cured concrete subjected to coupled environmental acid and drying action

Curing regimesLD C-S-HHD C-S-HCHClinker
Standard curing23.23%21.77%15.91%39.08%
Steam curing4.07%35.68%11.49%48.76%
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