Favier, A.Scrivener, K.2019-01-232019-01-232019-01-232018-01-0110.1007/978-94-024-1207-9_26https://infoscience.epfl.ch/handle/20.500.14299/153756WOS:000454341000026In this paper, two durability issues: Alkali Silica Reaction (ASR) and external sulfate attack were studied. The results of expansion were presented for a Normal Portland cement and a blended cement LC3 containing calcined clay and limestone as supplementary cementitious materials (SCMs). The systems containing SCMs did not expand after several years of exposure showing a high resistance to ASR and sulfate attack.Construction & Building TechnologyresistancefillerAlkali Silica Reaction and Sulfate Attack: Expansion of Limestone Calcined Clay Cementtext::conference output::conference proceedings::conference paper