2015
DOI: 10.1016/j.coldregions.2015.01.008
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Freeze–thaw fracturing in building granites

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Cited by 127 publications
(35 citation statements)
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“…Ornamental granitoids are characterized by a low porosity and, therefore, decay less in terms of overall strength in comparison to other stone types when subject to weathering agents such as salt crystallization or freezing [29][30][31]. However, granitoids may show intense changes of surface properties, such as gloss, colour or roughness, which may lead to inadmissible aesthetic damage when these are used as ornamental stone [29,[32][33][34].…”
Section: Introductionmentioning
confidence: 99%
“…Ornamental granitoids are characterized by a low porosity and, therefore, decay less in terms of overall strength in comparison to other stone types when subject to weathering agents such as salt crystallization or freezing [29][30][31]. However, granitoids may show intense changes of surface properties, such as gloss, colour or roughness, which may lead to inadmissible aesthetic damage when these are used as ornamental stone [29,[32][33][34].…”
Section: Introductionmentioning
confidence: 99%
“…PETROPHYSICAL PROPERTIES, CHEMICAL ANALYSIS AND DURABILITY OF PIEDRA BERROQUEÑA The tectonic, petrological, petrophysical and chemical characteristics of Piedra Berroqueña are similar across the region (Tables 3, 4). These characteristics are largely determined by a linear crack density (Wang et al 1989;Sousa et al 2005;Ismael and Hassan 2008;Vázquez 2010) that ranges from a high of 1.8 microcracks per millimetre in Zarzalejo granite to a low of 0.9 microcracks per millimetre in Colmenar Viejo granite (Freire-Lista et al 2015a). The increase in linear crack density after exposing the Alpedrete, Cadalso de los Vidrios, Colmenar Viejo and Zarzalejo stones to 280 freeze-thaw cycles was similar in all the granites studied (Table 5).…”
Section: Heritage Issuesmentioning
confidence: 93%
“…The number of FT cycles is determined by the deterioration characteristics of the physical and mechanical parameters of specimens subjected to FT cycles . Shen et al adopted the FT coefficient R f as a decision index to determine the number of FT cycles and analyzed some of the previous studies on sandstone subjected to FT cycles . The analyzed results show that, when the FT coefficient R f is less than 0.75, the strength of sandstone decreases markedly.…”
Section: Experimental Materials and Methodsmentioning
confidence: 99%