Abstract
The paper addresses the consolidation of plasters and renders showing loss of cohesion, with the use of a treatment with a liquid consolidating product aiming to reach a depth of several mm up to several cm. The main aim of the paper is offering a guideline on how to choose a consolidant, suitable and compatible for the mortar type and its condition, and how to assess the performance of a consolidation treatment.
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02 July 2018
Due to an unfortunate turn of events, the article title was only partly given in the article next to the fact that the list of TC members had accidently been left out. Please find in this erratum the correct article title and the list of TC members. Both should be considered as part of the final version by the reader.
Notes
Chapter 3—From problem to intervention: the decision process (RILEM TC203-RHM Repair Mortars for Historic Masonry).
N.b. acc. to [7] TAMIN, P. F.-Étude du comportement mécanique des revêtements de façade. Enduits. Thèse de doctorat. Paris, Ècole Nationale des Ponts et Chaussées (ENPC), décembre 1986, the static Elastic Modulus/Dynamic elastic modulus by frequency of resonance lies between 0.76 and 0.79 for elastic modules in the range of 2–8 Gpa.
Acoustic Microscopy is a non-destructive technique, using very high frequency ultrasound. The ultrasonic waves are emitted from the transducer into the measured sample through the used coupling medium. Since ultrasound propagates from the transducer to subject, echoes are generated by the interfaces of different micro-structures within the material. An echo is the reflective component of the initially generated wave. The density of the reflection depends on the difference of the acoustic impedances of the engaged materials. By measuring the depth a wave travels into the material, conclusions may be drawn on the penetration depth of a consolidant [9].
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Standards
EN 14581 (2004), Natural stone test methods. Determination of linear thermal expansion coefficient
EN 14146 (2006), Natural stone test methods. Determination of the dynamic modulus of elasticity (by measuring the fundamental resonance frequency)
RILEM 25 PEM (1980), Recommended tests to measure the deterioration of stone and to assess the effectiveness of treatment methods : Test n. 1.1 : Porosity accessible to water, Materials and Structures, vol 13 (75), 177-179
EN 1936:2006, Natural stone test methods—Determination of real density and apparent density, and of total and open porosity
EN 1015-18:2002, Methods of test for mortar for masonry—Part 18: Determination of water absorption coefficient due to capillarity action of hardened mortar
EN 1925:1999, Natural stone test methods—Determination of water absorption coefficient by capillarity
EN 16322:2013, Conservation of Cultural Heritage—Test methods–Determination of drying properties
EN 1015-19:1998, Methods of test for mortar for masonry—Part 19: Determination of water vapour permeability of hardened rendering and plastering mortars
ISO 12572:2001, Hygrothermal performance of building materials and products—Determination of water vapour transmission properties
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van Hees, R., Veiga, R. & Slížková, Z. Consolidation of renders and plasters. Mater Struct 50, 65 (2017). https://doi.org/10.1617/s11527-016-0894-5
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DOI: https://doi.org/10.1617/s11527-016-0894-5