@inbook {2744,
	title = {Geopolymeric repair mortars based on a low reactive clay},
	booktitle = {Eco-efficient Repair and Rehabilitation of Concrete Infrastructures},
	volume = {1},
	year = {2018},
	month = {2018-01-02 00:00:00},
	pages = {293-313},
	publisher = {Elsevier},
	organization = {Elsevier},
	edition = {1},
	chapter = {12},
	abstract = {
This chapter discloses results of an investigation concerning the development of geopolymeric repair mortars based on a low reactive Tunisian clay. Geopolymeric mortars were studied for workability, compressive strength, adhesion, unrestrained shrinkage and modulus of elasticity. Also, several concrete beams, rehabilitated with a metallic grid and geopolymeric mortars were tested for flexural strength. The hydration products were also studied using XRD, SEM and FTIR.\ 
},
	keywords = {Concrete structures, FTIR, Geopolymers, low reactive clay, Mechanical performance, Modulus of elasticity, repair mortars, Shrinkage, XRD},
	isbn = {9780081021828},
	doi = {10.1016/B978-0-08-102181-1.00012-5},
	url = {https://www.sciencedirect.com/science/article/pii/B9780081021811000125?via\%3Dihub},
	author = {Tahri, W. and Samet, B. and Pacheco-Torgal, F. and Aguiar, J. B. and s. Baklouti}
}