In 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.
Titre
Alkali Silica Reaction and Sulfate Attack: Expansion of Limestone Calcined Clay Cement
Publié dans
Calcined Clays For Sustainable Concrete
Série
RILEM Bookseries
Volume
16
Pages
165-169
Présenté à
2nd International Conference on Calcined Clays for Sustainable Concrete, Havana, CUBA, Dec 05-07, 2017
Date
2018-01-01
Editeur
Dordrecht, SPRINGER
ISSN
2211-0844
2211-0852
ISBN
978-94-024-1207-9
978-94-024-1206-2
Date de création de la notice
2019-01-23