Abstract
Several studies have shown that the degradation of architectural monuments constructed using Tuffeau stones from Val de Loire region of France over a period of time are often related to use of mortars that are not compatible with the Tuffeau stones. For this reason, it is important to ensure physico-chemical compatibility between Tuffeau and the mortar. To alleviate differences in compatibility characteristics, a mortar is prepared from hydrated lime and aggregates obtained from the crushing of Tuffeau stone and used in this study. The key parameters that influence the strength and durability characteristics such as mechanical resistance, water transfer properties, and physico-chemical properties were identified and studied. Based on these studies, recommendations are offered for the preparation of a more compatible mortar that can be used in the construction and restoration of monuments using Tuffeau stone.
Similar content being viewed by others
References
Al-Saad Z, Abdel-Halim MAH (2001) Laboratory evaluation of various types of mortars for the conservation of Qasr al-Bint monument, Petra-Jordan. Engin Struct 23:926–933
Arnold A (1976) Behaviors of some soluble salts in stone deterioration. In: International symposium on deterioration of buildings stones, Technical University of Athens, Athens, pp 27–36
Arnold A (1981) Nature et reactions of saline minerals on walls. In: The conservation of stone II, Centro Cesare Gnudi, Bologna, pp 13–23
Beck K, Al-Mukhtar M (2006) Physical-mechanical characterization of hydraulic and non-hydraulic lime based mortars for a French porous limestone. In: Fort R, Alvarez de Buergo M, Gomez-Heras M, Vasquez-Calvo C (eds) Proceedings of heritage, weathering and conservation, vol 1. Taylor & Francis Publishers, London, pp 37–42
Beck K, Al-Mukhtar M, Rozenbaum O, Rautureau M (2003) Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire Valley—France. Int J Build Environ 38(9):1151–1162
Belin P, Borkowski M, Larpin D, Mertz J-D (1995) La chaux dans les mortiers anciens. in “La chaux et les mortiers : natures, propriétés, traitements/(organisé par) Section française du Conseil international des monuments et des sites (ICOMOS) et le Laboratoire de recherche des monuments historiques, Direction du patrimoine, Ministère de la culture et de la francophonie, Paris, 24 janvier 1995”, pp 105–107
Bénézet J-C, Benhassaine A (1999) The influence of particle size on the pozzolanic reactivity of quartz powder. Powder Technol 103:26–29
Bianchini G, Marrocchino E, Vaccaro C (2004) Chemical and mineralogical characterization of historic mortars in Ferrara (northeast Italy). Cem Concr Res 34:1471–1475
Binda L, Baronio G, Tiraboschi C, Tedeschi C (2003) Experimental research for the choice of adequate materials for the reconstruction of the Cathedral of Noto. Constr Build Mater 17:629–639
Biscontin G, Birelli MP, Zendri E, (2002) Characterization of binders employed in the manufacture of Venetian historical mortars. J Cult Herit 3:31–37
Bromblet Ph (2000) Evaluation of the durability and compatibility of traditional repair lime-based mortars on three limestones. Int J Restor Build Monum 6(5):513–528
Chinje Melo U, Billong N (2004) Activité pouzzolanique des déchets de briques et tuiles cuites. Afr J Sci Technol Sci Eng Ser 5(1):92–100
Degryse P, Elsen J, Waelkens M (2002) Study of ancient mortars from Sagalassos (Turkey) in view of their conservation. Cem Concr Res 32:1457–1463
Dessandier D, Antonelli F, Rasplus L (1997) Relationships between mineralogy and porous medium of the craie tuffeau. Bulletin de la Société Géologique de France 186(6):741–749
Ecole d’Avignon (2003) Techniques et pratique de la chaux. Eyrolles ed., p 226
Fassina V, Favaro M, Naccari A, Pigo M (2002) Evaluation of compatibility and durability of a hydraulic lime-based plasters applied on brick wall masonry of historical buildings affected by rising damp phenomena. J Cult Herit 3:45–51
Furlan V, Bisseger P (1975) Les mortiers anciens. Historique et essais d’analyse scientifique. Z Schweiz Archäol Kunstgesch 32:1–14
Heikal M, El-Didamony H, Morsy MS (2000) Limestone filled pozzolanic cement. Cem Concr Res 30:1827–1834
Henriques FMA (2005) Challenges and perspectives of replacement mortars in architectural conservation. In: International workshop. Repair mortars for historic masonry, Rilem technical Committee, TU Delft, 26–28 January 2005
Khanoussi M, Maurin M (2000)- Dougga, fragments d’histoire. Ausonius Publications, Bordeaux-Tunis, p 348
Lanas J, Alvarez JI (2003) Masonry repair lime-based mortars: Factors affecting the mechanical behavior. Cem Concr Res 33:1867–1876
Maravelaki-Kalaitzaki P, Bakolas A, Karatasios I, Kilikoglou V (2005) Hydraulic lime mortars for the restoration of historic masonry in Crete. Cem Concr Res 35(8):1577–1586
Moropoulou A, Bakolas A, Bisbikou K (2000) Investigation of the technology of historic mortars. J Cult Herit 1:45–58
O’Brien P.F., Bell E, Pavia Santamaria S, Boyland P, Cooper TP (1995) Role of mortars in the decay of granite Sci Total Environ 167:103–110
Rautureau M (2001) Tendre comme la pierre. Region Centre council and University of Orléans, p 116. Available from http://www.culture.fr/culture/conservation/fr/biblioth/biblioth.htm
Rodriguez-Navarro C, Doehne E (1999) Salt weathering: influence of evaporation rate, supersaturation and crystallization pattern. Earth Surf Process Landf 24:191–209
Salvador S (1995) Pozzolanic properties of flash-calcined kaolinte: a comparative study with soak-calcined products. Cem Concr Res 25(1):102–112
Scherrer GW (1999) Crystallization in pores. Cem Concr res 29:1347–1358
Sridharan A, Nagaraj HB (1999) Absorption water content and liquid limit of soils. Geotech Test J, GTJODJ 22(2):121–127
Standard AFNOR: NF P94-051 (1993) Sols : reconnaissance et essais - Détermination des limites d’Atterberg - Limite de liquidité à la coupelle - Limite de plasticité au rouleau
Standard AFNOR: NF P94-052-1 (1995)a Sols: reconnaissance et essais - Détermination des limites d’Atterberg - Partie 1 : limite de liquidité - Méthode du cône de pénétration
Standard AFNOR: NF EN 196-3 (P15-473) (1995)b Méthodes d’essais des ciments - Partie 3: détermination du temps de prise et de la stabilité
Standard AFNOR: NF EN 1925 (B10-613) (1999) Méthodes d’essai pour pierres naturelles. Détermination du coefficient d’absorption d’eau par capillarité
Standard AFNOR: NF P94-420 (2000) Détermination de la résistance à la compression uniaxiale
Standard AFNOR: NF P94-422 (2001)a Détermination de la résistance à la traction. Méthode indirecte – Essai brésilien
Standard AFNOR: NF EN 1,015-12 (P12-312) (2001)b Méthodes d’essai des mortiers pour maçonnerie. Partie 12 : détermination de l’adhérence des mortiers d’enduit durcis appliqués sur supports
Standard AFNOR: NF P94-411 (2002) Roches - Détermination de la vitesse de propagation des ondes ultrasonores en laboratoire
Van Balen K (2005) Carbonation reaction of lime, kinetics at ambient temperature. Cem Concr Res 24(3–4):439–454
Acknowledgments
The authors would like to express their thanks to the quarry of tuffeau LUCET (St-Cyr-en-Bourg, France). Mr. Philippe Badets assistance in the development experimental apparatus for conducting this testing program is appreciated and the authors gratefully acknowledge to the help of Dr. Sai Vanapalli, (University of Ottawa, Canada) for his helpful comments on this paper.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Beck, K., Al-Mukhtar, M. Formulation and characterization of an appropriate lime-based mortar for use with a porous limestone. Environ Geol 56, 715–727 (2008). https://doi.org/10.1007/s00254-008-1299-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00254-008-1299-8