《Tab.4 MIP results of concrete after different curing regimes》

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《二次水养护对蒸压混凝土长期强度与耐久性能的影响（英文）》

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The pore structure in concrete determines the ingress of different corrosive agents into concrete and is thus directly related to concrete chloride resistance[26-27].The MIP results of concrete under different curing conditions at the age of 180 d are listed in Tab.4.Based on the classification of micro-pores within concrete proposed by Wu[28]，harmless（<20 nm），less harmful（20 to 50 nm），harmful（50 to 200 nm），and more harmful（>200 nm）pore diameter distribution in concrete after different curing regimes are shown in Fig.6.