Bagheri Mahsa, Lothenbach Barbara, Scrivener Karen
Laboratory of Construction Materials, EPFL, 1015 Lausanne, Switzerland.
Concrete and Asphalt Laboratory, Empa, Swiss Federal Laboratories for Materials Science and Technology, 8600 Dübendorf, Switzerland.
Mater Struct. 2022;55(7):192. doi: 10.1617/s11527-022-02015-6. Epub 2022 Aug 26.
The reaction kinetics of the alkali silica reaction depends on the composition of the pore solution. The evolution of the pore solution composition in different cement pastes and concretes was studied. Pastes containing silica fume or metakaolin had the lowest amount of alkalis in the pore solution. In addition, metakaolin increased the aluminium concentrations. The lowest expansion was measured for the concretes made of blended cement pastes with low alkali and hydroxide content in their pore solution, for the duration of the present study, no additional aluminium effect was observed due to the already low pH. Addition of 400 mM of Li slowed down expansion rate of concrete prisms at 40 and 60 °C, however, similar expansion was observed for samples with and without Li at 60 °C after 1 year. Temperature, alkali concentration and pH of pore solution all have a major effect on ASR expansion.
碱硅酸反应的反应动力学取决于孔隙溶液的组成。研究了不同水泥浆体和混凝土中孔隙溶液组成的演变。含有硅灰或偏高岭土的浆体在孔隙溶液中的碱含量最低。此外,偏高岭土提高了铝的浓度。对于由孔隙溶液中碱和氢氧化物含量低的混合水泥浆体制成的混凝土,测得的膨胀率最低,在本研究期间,由于pH值已经很低,未观察到额外的铝效应。添加400 mM的锂可减缓混凝土棱柱体在40和60°C时的膨胀速率,然而,1年后在60°C时,含锂和不含锂的样品观察到类似的膨胀。温度、孔隙溶液的碱浓度和pH值对碱硅酸反应膨胀均有重大影响。