Reddy Kamasani Chiranjeevi, Melaku Nahom S, Park Solmoi
Department of Civil Engineering, Pukyong National University, 45 Yongso-ro, Nam-gu, Busan 48513, Korea.
Materials (Basel). 2022 Jul 20;15(14):5060. doi: 10.3390/ma15145060.
The assessment of the extent of carbonation and related phase changes is important for the evaluation of the durability aspects of concrete. The phase assemblage of Portland cements with different clinker compositions is evaluated using thermodynamic calculations. Four different compositions of cements, as specified by ASTM cements types I to IV, are considered in this study. Calcite, zeolites, and gypsum were identified as carbonation products. CO content required for full carbonation had a direct relationship with the initial volume of phases. The CO required for portlandite determined the initiation of carbonation of C-S-H. A continual decrease in the pH of pore solution and a decrease in Ca/Si is observed with the carbonation of C-S-H. Type II cement exhibited rapid carbonation at relatively less COfor full carbonation, while type III required more CO to carbonate to the same level as other types of cement. The modeling of carbonation of different Portland cements provided insights into the quantity of CO required to destabilize different hydrated products into respective carbonated phases.
碳化程度及相关相变的评估对于混凝土耐久性方面的评价至关重要。使用热力学计算来评估具有不同熟料组成的波特兰水泥的相组成。本研究考虑了由ASTM水泥I型至IV型规定的四种不同水泥组成。方解石、沸石和石膏被鉴定为碳化产物。完全碳化所需的CO含量与相的初始体积有直接关系。氢氧化钙所需的CO决定了C-S-H碳化的起始。随着C-S-H的碳化,孔隙溶液的pH值持续下降,Ca/Si降低。II型水泥在相对较少的CO用于完全碳化时表现出快速碳化,而III型水泥需要更多的CO才能碳化到与其他类型水泥相同的水平。不同波特兰水泥碳化的建模为使不同水化产物不稳定成各自的碳化相所需的CO量提供了见解。