2020
DOI: 10.1007/s10064-020-01776-0
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Accelerated aging laboratory tests for the evaluation of the durability of hydrophobic treated and untreated andesite with respect to salt crystallization, freezing–thawing, and thermal shock

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Cited by 26 publications
(8 citation statements)
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“…Çelik and Sert [40] Lavic rock Low mass loss in each case (below 1.0%) but results for sodium sulfate were around 8 times higher.…”
Section: Germinario and Török [21] Pyroclastic Rocksmentioning
confidence: 84%
“…Çelik and Sert [40] Lavic rock Low mass loss in each case (below 1.0%) but results for sodium sulfate were around 8 times higher.…”
Section: Germinario and Török [21] Pyroclastic Rocksmentioning
confidence: 84%
“…The resistance of stone to salt crystallization was evaluated following the procedure described in the standard UNI EN 12370:2001 [ 72 ], which is adopted for stones with a porosity greater than 5%. These achievements, frequently coupled with other accelerated aging tests (e.g., cyclic freezing–thawing) are widely used methods to estimate the extent of damage suffered by stony materials when exposed to decay agents and the general durability of natural stones [ 73 , 74 , 75 , 76 ]. In particular, salts growing in porous hosts represent a major source of decay for natural building stones; therefore, a lot of research has been devoted to this topic [ 50 , 77 , 78 , 79 , 80 , 81 , 82 ].…”
Section: Methodsmentioning
confidence: 99%
“…The purpose of these tests is to determine how the building stone will perform in a specific environmental condition or to evaluate the effectiveness of a protective treatment in preventing deterioration. Frost resistance, salt crystallisation resistance and thermal shock ageing resistance are the most frequent tests used to assess the durability of natural stones [20]. However, other tests such as resistance to SO 2 ageing, wetting-drying cycles and salt mist ageing resistance are widely used.…”
Section: Direct Determination Of Durability By Ageing Testsmentioning
confidence: 99%
“…The mechanical properties determined were: uniaxial compressive strength (EN 1926) [60] and flexural strength under concentrated load (EN 12372) [61]. Twenty (20) specimens were used in each of these tests. For uniaxial compressive strength, the specimens were cubes (50 × 50 × 50 mm), while for flexural strength, specimens with dimensions 180 × 60 × 30 mm were used.…”
Section: Mechanical Propertiesmentioning
confidence: 99%