Critical degree of saturation: A control factor of freeze–thaw damage of porous limestones at Castle of Chambord, France

岩石物理学 多孔性 饱和(图论) 压汞法 饱和度 水银孔隙仪 极限抗拉强度 岩土工程 矿物学 学位(音乐) 材料科学 湿度 扫描电子显微镜 磁导率 地质学 复合材料 多孔介质 土壤科学 化学 物理 数学 组合数学 声学 土壤水分 生物化学 热力学
作者
Asaad Al-Omari,Kévin Beck,Gabriele Guidi,Ákos Török,Muzahim Al-Mukhtar
出处
期刊:Engineering Geology [Elsevier]
卷期号:185: 71-80 被引量:118
标识
DOI:10.1016/j.enggeo.2014.11.018
摘要

The paper analyzes the petrophysical and mechanical properties of two porous limestones that were used in the construction and restoration works at the castle of Chambord in France, a UNESCO World Heritage site. The original construction material, the tuffeau limestone with a total porosity of 45 ± 0.6%, and the replacement stone of later restorations, the Richemont limestone with a total porosity of 29 ± 0.7% were subjected to freeze–thaw tests under laboratory conditions to evaluate the role of critical degree of saturation and pore-size distribution in frost damage. Laboratory tests were coupled with in situ measurements of temperature and relative humidity at stone surface at the castle of Chambord. In situ data show that the stones in the castle experienced several freezing–thawing cycles annually. The limestone samples under laboratory conditions were subjected to up to 50 freeze–thaw cycles under eight different degrees of saturations. The total porosity, tensile strength, ultrasonic pulse velocity, the mercury intrusion porosimetry and scanning electron microscopy techniques were employed to analyze the conditions of samples during the cycles. The experimental results show that when the degree of saturation of the two studied limestones exceeds 80–85%, the freeze–thaw, damage occurs even after a few freeze–thaw cycles. The effect of freezing is very fast if the water saturation is sufficient. Moreover, results indicate that these stones have the same critical degree of saturation of about 85%, despite the differences in porosity. Finally, the results indicate that the increase in the number of freezing–thawing cycles has no effect on the critical degree of saturation, but the frost damage is mostly controlled by pore-size distribution rather than by total porosity. Accordingly, critical degree of saturation can be defined as an intrinsic stone property.

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