Abstract

Ornamental stones weaken with exposure to weathering. Consequently, anomalies such as disintegration and cracks appear, making degradation studies necessary. Durability studies are necessary to determine the useful life of the material. In this study, gneiss specimens were divided into three lots: the first was a standard specimen, not aged, used as a control; the second was subjected to accelerated degradation in the laboratory; and the third was degraded naturally under local weathering conditions. After the two degradation processes, the weakening of the stone from wear and flexing was evaluated in relation to the control specimen over time, yielding correlation coefficients greater than 0.90. The correlation curve fit indicated that it is possible to evaluate the durability of the materials by determining the susceptibility of the material to alterations. A loss of flexural strength of up to 34% was observed after 5 years of local weathering, and was also simulated in 70 days of accelerated laboratory tests. This decline also was correlated by means of porosimetry of the stone after being subjected to the degradation processes, which exhibited a reduction in rigidity over a short period in the built environment.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior–Brasil (CAPES), Finance code 001. The authors are thankful to Fundação de Amparo à Pesquisa do Estado do Rio de Janeiro (FAPERJ—E-26/203.243/2016) for the additional financial support and to the Serraria de Granito Olho do Pombo for providing the ornamental stone samples.

References

ABIROCHAS (Brazilian Association of Ornamental Stones). 2017. “Balance of Brazilian exports and imports of ornamental stones in 2017.” Accessed August 2, 2018. http://abirochas.com.br/wp-content/uploads/2018/03/Informe-01-2018-Balanco-2017.pdf.
ABNT (Brazilian Association of Technical Standards). 2001. Small-size coarse aggregate—Test method for resistance to degradation by Los Angeles machine. [In Portuguese.]. Rio de Janeiro, Brazil: ABNT.
ABNT (Brazilian Association of Technical Standards). 2012. Inorganic materials—Determination of the resistance to abrasion. [In Portuguese.]. Rio de Janeiro, Brazil: ABNT.
ABNT (Brazilian Association of Technical Standards). 2015a. Rocks for cladding. Part 1: Petrographic examination. [In Portuguese.]. Rio de Janeiro, Brazil: ABNT.
ABNT (Brazilian Association of Technical Standards). 2015b. Rocks for cladding: Test methods. [In Portuguese.]. Rio de Janeiro, Brazil: ABNT.
Agioutantis, Z., K. Kaklis, S. Mavrigiannakis, M. Verigakis, F. Vallianatos, and V. Saltas. 2016. “Potential of acoustic emissions from three point bending tests as rock failure precursors.” Int. J. Min. Sci. Technol. 26 (1): 155–160. https://doi.org/10.1016/j.ijmst.2015.11.024.
Akin, M., and A. Ozsan. 2011. “Evaluation of the long-term durability of yellow travertine using accelerated weathering tests.” Bull. Eng. Geol. Environ. 70 (1): 101–114. https://doi.org/10.1007/s10064-010-0287-x.
Angeli, M., J. P. Bigas, D. Benavente, B. Menéndez, R. Hérbert, and C. David. 2007. “Salt crystallization in pores: Quantification and estimation of damage.” Environ. Geol. 52 (2): 205–213. https://doi.org/10.1007/s00254-006-0474-z.
ASTM. 2015. Standard test method for flexural modulus of elasticity of dimension stone. ASTM C1352. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for slake durability of shales and similar weak rocks. ASTM D4644. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for resistance of coarse aggregate to degradation by abrasion in the micro-deval apparatus. ASTM D6928. West Conshohocken, PA: ASTM.
Benavente, D., M. G. Del Cura, R. Fort, and S. Ordónez. 2004. “Durability estimation of porous building stones from pore structures and strength.” Eng. Geol. 74 (1–2): 113–127. https://doi.org/10.1016/j.enggeo.2004.03.005.
Çobanoğlu, İ., and S. B. Çelik. 2012. “Determination of strength parameters and quality assessment of Denizli travertines (SW Turkey).” Eng. Geol. 129 (Mar): 38–47. https://doi.org/10.1016/j.enggeo.2012.01.010.
CPRM (Mineral Resources Research Company). 2012. Geology and mineral resources of the sheet of Santo Antônio de Pádua-RJ. [In Portuguese.] Belo Horizonte, Brazil: CPRM.
Dias Filho, J. L. E., G. C. Xavier, P. C. A. Maia, and V. G. P. Santos. 2016. “Durability of ornamental gneisses from Pádua-RJ as covering stone.” Electron. J. Geotech. Eng. 21 (Jan): 1957–1976.
Di Benedetto, C., P. Cappelletti, M. Favaro, S. F. Graziano, A. Langella, D. Calcaterra, and A. Colella. 2015. “Porosity as key in the durability of two historical building stones: Neapolitan yellow tuff and Vicenza stone.” Eng. Geol. 193 (Jul): 310–319. https://doi.org/10.1016/j.enggeo.2015.05.006.
Gaspar, P. L., and J. de Brito. 2008. “Quantifying environmental effects on cement-rendered facades: A comparison between different degradation indicators.” Build. Environ. 43 (11): 1818–1828. https://doi.org/10.1016/j.buildenv.2007.10.022.
INMET (National Institute of Meteorology). 2018. “Meteorological database for teaching and research.” [In Portuguese.] Accessed August 2, 2018. http://www.inmet.gov.br/portal/index.php?r=bdmep/bdmep.
Moreiras, S. T. F., and A. B. Paraguassú. 2012. “Feasibility of using granite plates as building slabs.” Ambiente Construído 12 (4): 25–36. https://doi.org/10.1590/S1678-86212012000400003.
Moura, A. C., and C. Carvalho. 2001. Exploration of the results obtained during the second phase of accelerated aging tests of silicate stones. Porto, Portugal: Laboratory of the Geological and Mining Institute.
Mousavi, S. H., A. Silva, J. de Brito, A. Ekhlassi, and S. B. Hosseini. 2019. “Influence of design on the service life of indirectly fastened natural stone cladding.” J. Perform. Constr. Facil. 33 (3): 04019021. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001277.
Munsell Color. 2009. Munsell soil color charts. Grand rapids, MI: Munsell Color.
Perrier, R., and A. Bouineau. 1997. “Thermal decohesion in marble and marmoreal limestone.” Roc Maquina 26 (1): 121–132.
Přikryl, R. 2013. “Durability assessment of natural stone.” Q. J. Eng. Geol. Hydrogeol. 46 (4): 377–390. https://doi.org/10.1144/qjegh2012-052.
Ruiz-Agudo, E., F. Mees, P. Jacobs, and C. Rodriguez-Navarro. 2007. “The role of saline solution properties on porous limestone salt weathering by magnesium and sodium sulfates.” Environ. Geol. 52 (2): 269–281. https://doi.org/10.1007/s00254-006-0476-x.
Simão, J., C. Carvalho, Z. Silva, and A. C. Moura. 2010. “Quality index of natural stones based on mechanical tests and artificial ageing.” Revista Luso-Brasileira de Geotecnia 119 (1): 97–109.
Sonoris, G. 1992. “The problem of durability in building design” Constr. Build. Mater. 6 (4): 205–211. https://doi.org/10.1016/0950-0618(92)90039-2.
Vallejo, L. I. G., M. Ferrer, L. Ortuño, and C. Oteo. 2002. Ingeniería geológica, 374–390. Upper Saddle River, NJ: Prentice Hall.
Viles, H. A. 2013. “Durability assessment of natural stone.” Q. J. Eng. Geol. Hydrogeol. 46 (4): 367–375. https://doi.org/10.1144/qjegh2012-053.
Xavier, G. C., F. A. J. Saboya, P. C. A. Maia, and J. Alexandre. 2012. “Durability of fired clay bricks containing granite powder.” Materiales de Construcción (Madrid). 62 (306): 213–229. https://doi.org/10.3989/mc.2012.60710.
Yu, S., and C. T. Oguchi. 2010. “Role of pore size distribution in salt uptake, damage, and predicting salt susceptibility of eight types of Japanese building stones.” Eng. Geol. 115 (3–4): 226–236. https://doi.org/10.1016/j.enggeo.2009.05.007.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 7July 2020

History

Received: Jun 18, 2019
Accepted: Dec 27, 2019
Published online: Apr 25, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 25, 2020

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José Luiz Ernandes Dias Filho, Ph.D. https://orcid.org/0000-0001-6315-8049 [email protected]
Professor, Civil Engineering Laboratory (LECIV), Northern Rio de Janeiro State Univ., Av. Alberto Lamego, 2000, Campos dos Goytacazes, Rio de Janeiro 28013-602, Brazil (corresponding author). ORCID: https://orcid.org/0000-0001-6315-8049. Email: [email protected]
Gustavo de Castro Xavier, Ph.D. [email protected]
Professor, Civil Engineering Laboratory (LECIV), Northern Rio de Janeiro State Univ., Av. Alberto Lamego, 2000, Campos dos Goytacazes, Rio de Janeiro 28013-602, Brazil. Email: [email protected]
Paulo Cesar de Almeida Maia, Ph.D. [email protected]
Professor, Civil Engineering Laboratory (LECIV), Northern Rio de Janeiro State Univ., Av. Alberto Lamego, 2000, Campos dos Goytacazes, Rio de Janeiro 28013-602, Brazil. Email: [email protected]

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