Evaluation of mechanical compatibility of renders to apply on old walls based on a restrained shrinkage test

Materials and Structures/Materiaux et Constructions

Volumn 40, Issue 10, 2007, Pages 1115-1126

  Veiga, Maria Rosário ^a   Velosa, Ana L ^b   Magalhães, Ana C ^a  

^a NATIONAL LABORATORY FOR CIVIL ENGINEERING   (Portugal)

^b UNIVERSITY OF AVEIRO   (Portugal)

Author keywords

Compatibility assessment; Lime renders; Mechanical compatibility; Pozzolanic mortars; Restrained shrinkage test

Indexed keywords

EVAPORATION; MORTAR; PARAMETER ESTIMATION; STRESS ANALYSIS; SUBSTRATES;

COMPATIBILITY ASSESSMENT; LIME RENDERS; MECHANICAL COMPATIBILITY; POZZOLANIC MORTARS; RESTRAINED SHRINKAGE TEST;

SHRINKAGE;

EID: 35348949415     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-006-9209-6     Document Type: Article

References (15)

1. Papayanni J (2005) Design and manufacture of repair mortars for interventions on monuments and historical buildings. In: RILEM (ed) Workshop "Repair mortars for Historic masonry", TC RMH, Delft, 25-28 January 2005
2. Tamin PF (1986) Study of the mechanical behaviour of wall renderings. Ph.D. Thesis, École Nationale des Ponts et ChaussÉes (ENPC), Paris (Only available in French)
3. Penev D, Kawamura M (1992) A laboratory device for restrained shrinkage fracture of soil-cement mixtures. Mater Struct 25:115-120
4. Veiga MR, Abrantes V (1998) Improving the cracking resistance of rendering mortars. Influence of composition factors. In: XXV World Congress of Housing. IAHS, Lisbon, June/July 1998
5. Veiga MR (1998) A methodology to evaluate the cracking susceptibility of renders: equipment, tests and criteria. Experimental data. In: 5th Int. Masonry Confer, London, Oct. 1998
6. Veiga MR (2000) Methodology to evaluate the cracking susceptibility of mortars. Selection criteria of rendering and repointing mortars for ancient buildings. In: Seminar "Malte a vista com sabie locali nella conservazione degli edifici storici", Polit. di Torino, Torino, July 2000, Invited paper
7. Veiga MR (2000) Influence of application conditions on the cracking susceptibility of renderings. In: RILEM (ed) Concrete science and engineering, vol 2, pp 134-140
8. Veiga MR (1994) Aparelho para medição de tensões originadas pela restrição da retracção em argamassas para revestimento de paredes. Concepção, projecto e testes realizados. LNEC, Lisbon. Report 35/94-NCCt
9. Magalhães AC, Veiga MR (2005) Estudo comparativo de possíveis soluções de argamassas para revestimentos de paredes de edifícios antigos. In: 1° Cong. Nac. "Argamassas de Construção", Lisbon, 24-25 Nov. 2005
10. Velosa A, Veiga MR (2001) The use of pozzolans as additives in lime mortars for employment in building rehabilitation. In: Int. Sem. "Historical Constructions" 2001. Universidade do Minho, Guimarães, Nov. 2001
11. Velosa A, Veiga MR (2002) Use of additivated lime mortars for old building rehabilitation. Adapted test methods. In: Proc. 9th Int. Conf. "Durability of building materials and components", Brisbane, Australia, March 2002
12. Velosa A, Veiga MR (2004) Parameters influencing the performance of lime mortars with pozzolanic additives: a testing campaign. In: ICOMOS (ed) 10th Int. Cong. "Deterioration and conservation of stone", Stockolm, June/July 2004
13. Moropoulou A, Bakolas A, Moundoulas P, Aggelakoupoulou E, Anagnostopoulou S (2005) Strength development and lime reaction in mortars for repairing historic mortars. In: Elsevier (ed) Cement and concrete composites, vol 27, pp 289-294
14. Dunn E, Rapp G (2004) Characterization of mortars and pozzolanic materials from Umm al-Jimal. Stud Conserv 49:145-160
15. Maravelaki-Kalaitzaki P, Bakolas A, Moropoulou A (2003) Physico-chemical study of Cretan ancient mortars. In: Elsevier (ed) Cement and concrete research, vol 33, pp 651-661