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Mineralogical, textural and physical-mechanical study of hydraulic lime mortars cured under different moisture conditions

机译:在不同湿度条件下固化的水硬石灰砂浆的矿物学,组织学和物理力学研究

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This work focuses on the chemical-mineralogical, textural and physical-mechanical properties of hydraulic lime mortars made with siliceous and calcareous aggregate. Mortars were cured at 60% and 90% of relative humidity, so as to assess the variability of mortar petrophysical properties in the hardened state due to the moisture conditions. The final aim was to determine the most adequate moisture conditions to be maintained during application and hardening of hydraulic mortars intended for repair interventions. We found out that using a calcareous aggregate and curing mortar at 90% of relative humidity give place to better textural and mechanical properties. However, these characteristics mostly depend on the maximum size of the aggregate grains, which should be smaller than 6 mm, in order to avoid the occurrence of mechanical discontinuities in the mortar.
机译:这项工作的重点是用硅质和钙质骨料制成的水硬石灰砂浆的化学,矿物学,结构和物理机械性能。砂浆在相对湿度的60%和90%下固化,以评估砂浆岩石物性在硬化状态下由于水分条件而发生的变化。最终目的是确定在用于修补措施的液压砂浆的施加和硬化过程中要保持的最适当的水分条件。我们发现,使用石灰质骨料和在相对湿度为90%的条件下固化砂浆可以改善质地和机械性能。但是,这些特性主要取决于骨料晶粒的最大尺寸,该尺寸应小于6 mm,以避免在砂浆中出现机械不连续性。

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