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Analysis of the degradation process of sand-lime plasters under the impact of crystallization pressure

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A masonry basement wall was heavily dampened due to the lack of waterproofing in the ground contact area. Internal sand-lime wall plaster samples were subjected to chemical, physical and strength tests. The main phases of the damaged plaster were quartz and calcite. A measuring method of the tensile strength of plasters was proposed. A polar-symmetric deformation problem of a thick-walled spherical tank, allowing for the estimation of circumferential stresses in the spherical model was used for the analysis. It was found that the same values of porosity correspond to identical values of circumferential stresses, regardless of the values of the radii of the analyzed model. Thus the purpose of the presented research was to demonstrate that the mentioned dependence applied in the adopted model may be useful for the analysis of problems involving the resistance of internal plaster structure to the expansion caused by crystallization pressure.
Rocznik
Strony
137--149
Opis fizyczny
Bibliogr. 35 poz.
Twórcy
  • Full Prof.; Faculty of Civil Engineering, Silesian University of Technology, ul.Akademicka 5, 44-100 Gliwice, Poland
  • Assistant Prof.; Faculty of Civil Engineering, Silesian University of Technology, ul.Akademicka 5, 44-100 Gliwice, Poland
autor
  • Associate Prof.; Faculty of Civil Engineering, Silesian University of Technology, ul.Akademicka 5, 44-100 Gliwice, Poland
Bibliografia
  • [1] J. Ślusarek, (2008). Problems of durability of selected concrete structures (in Polish), Monography No. 162, Publishing House of the Silesian University of Technology, Gliwice.
  • [2] J. Ślusarek, (2007). Surface waterproof protection of concrete structures, EJPAU, 10(4), 26.
  • [3] J. Wyrwał, (1989). Moisture movement in porous materials and building partitions (in Polish), Studies and Monographs, issue 31, WSI, Opole.
  • [4] J. Ślusarek and others, (1990–2020). Technical expertises carried out in the years 1990–2020 (in Polish).
  • [5] J. Bochen, B. Słomka-Słupik, J. Ślusarek, (2021). Experimental study on salt crystallization in plasters subjected to simulate groundwater capillary rise, Con Build Mater 308(1), 125039.
  • [6] Bochen Jerzy, Słomka-Słupik Barbara, Podwórny J., (2018). Diagnostic tests of salt efflorescence on restored facades. Part 2: Research of mortars and plasters, Ochrona przed Korozją. 61(2), 43–47, ISSN: 0473-7733 e-ISSN: 2449-9501, DOI: 10.15199/40.2018.2.4Otwórz DOI
  • [7] W. Kurdowski, (2010). The chemistry of cement and concrete (in Polish). WN PWN Warsaw 2010, SPC Cracow.
  • [8] J. Ślusarek, (2012). The theoretical fundamentals of heat and moisture transport in hardening concrete, Cem Wap Bet 5, 286–294.
  • [9] A.M. Neville, (2012). Concrete properties (in Polish), SPC, Cracow.
  • [10] IUPAC (1972). Manual of symbols and terminology. Appendix II, Part I. Pure and Applied Chemistry, 31(4), 577–621.
  • [11] G.A. Aksielrud, M.A. Altszuler, (1987). Movement of mass in porous bodies (in Polish), Chemical Engineering Series, WNT, Warsaw.
  • [12] A. Alsabry, (2010). Dynamics of capillary rise in masonry walls (in Polish). Przegląd Budowlany, 9, 46–48.
  • [13] Thaulow N., Sahu S., (2004). Mechanism of concrete deterioration due to salt crystallization, Materials Characterization 53, 123–127.
  • [14] L. Pel, H. Huinink, K. Kopinga, R.P.J. van Hees, O.C.G. Adan, (2004). Constr. and Build. Mat. 18, 309.
  • [15] C.W. Correns, (1949). Growth and dissolution of crystals under linear pressure, Discuss Faraday Soc., 5, 267–71.
  • [16] G.W. Scherer, (4–6 September 2002). Proc. Intern. RILEM TC 186-ISA Workshop, ed. K. Scrivener and J. Skalny, Villars, Switzerland.
  • [17] L. Czarnecki, T. Broniewski, O. Henning, (1994). Chemistry in Construction (in Polish), Arkady, Warsaw.
  • [18] H. Szeląg, (2008). Factors governing the stresses appearing in the mortars of expansive cement, Part 1. Cem Wap Bet 6, 315–325.
  • [19] M. Angeli, J-P. Bigas, D. Bernavente, B. Menendez, R. Hebert, et al. (2007). Salt crystallization in pores: quantification of damage. Environmental Geolog, Springer-Verlag New York, Inc., 5(2), 187–195.
  • [20] L. Falchi, D. Slanzi, L. Speri, I. Poli, E. Zendri., (2017). Optimization of sustainable, NaCl-resistant and water-reppelent renders through evolutionary experimental design. Construction and Building Materials 147, 876–889.
  • [21] P.J. van Hees Rob, S. Naldini, R.J. Delgado, (2009). Plasters and renders for salt laden substrates, Con Build Mater, 23, 1714–1718.
  • [22] C. Groot, R. van Hees, T. Wijffels, (2009). Selection of plasters and renders for salt laden masonry substrates, Con Build Mater, 23, 1743–1750.
  • [23] H.P. Huinink, J. Petkovic, L. Pel, K. Kopinga, (2006). Water and salt transport in plaster/substrate systems, HERON 51, 1, 9–31.
  • [24] J.Petkovic, H.P. Huinink, L. Pel, K. Kopinga, R.P.J. van Hees, (2007). Salt transport in plaster/substrate layers, Materials and Structures 40, 475–490.
  • [25] J.Petkovic, H.P. Huinink, L. Pel, K. Kopinga, R.P.J. van Hees, (2010). Moisture and salt transport in three-layer plaster/substrate systems, Con Build Mater 24, 118–127.
  • [26] A. Arizzi, H. Viles, G. Cultrone, (2012). Experimental testing of the durability of lime-based mortars used for rendering historic buildings, Con Build Mater, 28, 807–818.
  • [27] W. Brachaczek, (2018). Study of the impact of microstructure and sorption properties of the renovation plasters on the wall drying rate, Periodica Polytechnica Civil Engineering, paper 11822.
  • [28] W. Brachaczek, (2018). Microstructure of renovation plasters and their resistance to salt, Con Build Mater 182, 418–426.
  • [29] PN-EN 1542 Products and systems for the protection and repair of concrete structures – Test methods – Measurement of adhesion by peeling (in Polish).
  • [30] N.I. Biezuchow, (1957). Theory of elasticity and plasticity (in Polish), PWN, Warsaw.
  • [31] EN 196-2:2005 Methods of cement tests, part 2. Chemical analyses of cement (in Polish).
  • [32] Ł. Drobiec, R. Jasiński, A. Piekarczyk, (2013). Masonry structures according to Eurocode 6 and related standards (in Polish), Polish Scientific Publishers PWN, Warsaw.
  • [33] PN-EN 10104:2005 Requirements for general purpose masonry mortars. Mortars with a specific material composition, produced on construction site (in Polish).
  • [34] L. Suwalski, (1964). Concrete Structures, Volume II, Theory of concrete and reinforced concrete (in Polish), Arkady, Warsaw.
  • [35] M.F. La Russa, S.A. Ruffolo, (2021). Mortars and plasters – How to characterize mortar and plaster degradation, Archaeol Anthropol Sci 13, 165. https://doi.org/10.1007/s12520-021-01405-1
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-faabdda3-7df8-489e-9258-2402f9e50cea
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