Recycling of industrial waste materials to manufacture environmentally friendly mortars and concretes is gaining more and more interest, in particular for sustainability, rehabilitation and renovation purposes. In the present study geopolymers, which had been made using fly ash as a precursor and were subsequently subjected to curing at room temperature, were investigated. Geopolymeric and cementitious mortars with the same mechanical strength class were compared in both the fresh and hardened states. Despite the higher free shrinkage and lower adhesive strength on brick substrate, geopolymeric mortars behaved better than cement types in terms of lower dynamic modulus of elasticity, higher water vapour permeability, lower capillary water absorption and higher resistance to salt crystallisation.

Cement mortars and geopolymers with the same strength class / Mobili, Alessandra; Giosue', Chiara; Bitetti, Michele; Tittarelli, Francesca. - In: PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS. CONSTRUCTION MATERIALS. - ISSN 1747-650X. - ELETTRONICO. - 169:1(2016), pp. 3-12. [10.1680/coma.14.00063]

Cement mortars and geopolymers with the same strength class

MOBILI, ALESSANDRA
;
GIOSUE', CHIARA;TITTARELLI, Francesca
2016-01-01

Abstract

Recycling of industrial waste materials to manufacture environmentally friendly mortars and concretes is gaining more and more interest, in particular for sustainability, rehabilitation and renovation purposes. In the present study geopolymers, which had been made using fly ash as a precursor and were subsequently subjected to curing at room temperature, were investigated. Geopolymeric and cementitious mortars with the same mechanical strength class were compared in both the fresh and hardened states. Despite the higher free shrinkage and lower adhesive strength on brick substrate, geopolymeric mortars behaved better than cement types in terms of lower dynamic modulus of elasticity, higher water vapour permeability, lower capillary water absorption and higher resistance to salt crystallisation.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11566/227440
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