Experimental applications of mortars with pozzolanic additions: Characterization and performance evaluation
Citations
129 citations
Cites background or methods or result from "Experimental applications of mortar..."
...case of renders for fortresses near the sea formulated with air lime and metakaolin illustrated in Figures 10 and 11 (Veiga et al. 2009) and with air lime and cement presented in Figures 12 and 13 (Tavares et al....
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...…both in laboratory (such as porous structure, adhesion, restrained shrinkage, and water protection capability tests) and in situ, by application on panels (Veiga et al. 2009; Tavares et al. 2008) and, for some formulations, by application in case studies (as discussed in section 5 of this article)....
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...2007) and air lime-based mortars (Table 4) (Veiga et al. 2009; Veiga and Carvalho 1994; Magalhães and Veiga 2005; Veiga et al. 2007; Fragata et al. 2007; Magalhães et al. 2006; Margalha 1997; Margalha et al. 2006; Velosa and Veiga 2005; Velosa 2006; Velosa and Veiga 2007a; 2007b; Fragata et al. 2007b)....
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...No particular disadvantages are known, besides some possible difficulties in application and some cracking due to insufficient knowledge about the curing conditions and the water dosage for this kind of materials (Veiga et al. 2009)....
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...…in different years, some heterogeneity of results for similar compositions can be explained by the slight differences on procedures andmaterials (Veiga et al. 2009; Veiga and Carvalho 1994;Magalhães and Veiga 2005; Veiga et al. 2007; Fragata et al. 2007a; 2007b;Magalhães et al.; Veiga, and…...
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128 citations
Additional excerpts
...[63] at ambient temperature....
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109 citations
107 citations
Cites background from "Experimental applications of mortar..."
...Several drawbacks and incompatibilities related to the use of cement mortars for Cultural Heritage restoration work have been highlighted: high mechanical strength, efflorescence phenomena owing to formation of large amounts of soluble salts by migration of alkaline ions, low water vapour permeability and higher thermal expansion coefficient than most masonry [1-4]....
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104 citations
Cites background from "Experimental applications of mortar..."
...Mortars formulations with too high binder content, as the cases of L1 and L1MK mortars, are not frequently used for rendering, plastering and repointing applications, due to difficult workability (noticed at the experimental campaign), high shrinkage and cracking [32]....
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...The existence of extensive pozzolanic reactions does not imply that mortars are more adequate for use in conservation of old masonry, because they might be too stiff for that purpose and turn out to be incompatible [32, 33]....
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References
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