Abstract
Aggregates are an important ingredient of mortars as they can be a decisive factor for their performance just as much as for their production cost. This study aims to discuss the use of sand from local deposits in the design of restoration mortars in terms of compatibility with original building materials, along with the optimization of mix proportions regarding the binder to aggregates ratio and the geometrical characteristics of aggregates. In restoration interventions it is important to consider both the performance of mortars as well as economic requirements. Performance requirements, e.g. compressive strength and porosity together with original mortar compatibility, are essential to the success of the conservation treatment and the longevity of the structure. Whereas the choice of raw materials, utilization of local deposits, considerations of the total energy consumption and environmental footprints have to be considered as they are important economic variables. In this study, focusing on a more efficient use of raw materials in mortar design, it is shown that the use of local sand deposits should be favorable during the restoration intervention. This is due to the fact that raw materials used in the original construction were usually local, as that was the most efficient option. Thus, local aggregates may provide the optimum compatibility in a restoration project. Furthermore, it was concluded that regarding the alternative for reducing the amount of binder, the main aggregate characteristics to be considered are gradation and packing density and secondarily their shape. More precisely, for a given ratio of raw materials, the use of aggregates with higher packing density, leads to mortars with increased mechanical strength, while the use of more angular aggregates results in higher water demand during mixing and therefore, lower mechanical strength.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Gonçalves JP, Tavares LM, Toledo Filho RD, Fairbairn EMR, Cunha ER (2007) Comparison of natural and manufactured fine aggregates in cement mortars. Cem Concr Res 37(6):924–932
Haach VG, Vasconcelos G, Lourenço PB (2011) Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Constr Build Mater 25(6):2980–2987
Hughes JJ, RILEM TC 203RHM (2012) The role of mortar in masonry: an introduction to requirements for the design of repair mortars. Mater Struct 45:1287–1294
Lanas J, Alvarez-Galindo JI (2003) Masonry repair lime-based mortars: factors affecting the mechanical behavior. Cem Concr Res 33(11):1867–1876
Sims I, Brown B (1998) Concrete aggregates. In: Hewlett PC (ed) Lea’s chemistry of cement and concrete, 4th edn. Arnold, London, pp 939–948
Westerholm M, Lagerblad B, Silfwerbrand J, Forssberg E (2008) Influence of fine aggregate characteristics on the rheological properties of mortars. Cement Concr Compos 30(4):274–282
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer International Publishing Switzerland
About this paper
Cite this paper
Amenta, M., Karatasios, I., Kalagri, A., Maravelaki-Kalaitzaki, P., Kilikoglou, V. (2015). Mix Design Parameters of Restoration Mortars: The Effect of Aggregate Characteristics. In: Lollino, G., Manconi, A., Guzzetti, F., Culshaw, M., Bobrowsky, P., Luino, F. (eds) Engineering Geology for Society and Territory - Volume 5. Springer, Cham. https://doi.org/10.1007/978-3-319-09048-1_16
Download citation
DOI: https://doi.org/10.1007/978-3-319-09048-1_16
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-09047-4
Online ISBN: 978-3-319-09048-1
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)