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首页> 外文期刊>Bulletin of engineering geology and the environment >The effect of salt crystallization on degradation of volcanic building stones by sodium sulfates and sodium chlorides
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The effect of salt crystallization on degradation of volcanic building stones by sodium sulfates and sodium chlorides

机译:盐结晶对硫酸钠和氯化钠降解火山石的影响

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Volcanic rocks cropping out in the north-northeast of Afyonkarahisar (Turkey) are extensively used as building stones for the construction of historical buildings with structural and architectonic purposes. Three building stones, including two tuffs and an andesite, were examined in the current research. The scope of this article was to study the decay mechanisms of these porous building stones by salt. For this purpose, laboratory studies were carried out in two stages. First, the main characterization analysis of the tested building stones was performed. The main technical values and parameters such as mineralogical-petrographic (polarizing microscope, XRD and SEM), chemical (XRF) and mechanical-physical properties were studied. Moreover, this study also included pore size distribution and capillary water absorption of the building stones, while their durability was investigated by means of salt crystallization tests according to TS EN 12370. Weathering tests were carried out by applying immersion-drying cycles with water containing sodium sulfate or sodium chloride. The structural changes of the building stones after the salt crystallization tests were investigated by SEM observations and ultrasonic wave measurements, while the strength properties were determined by uniaxial compressive strength tests. The highest values of dry weight loss were observed in the Ayazini tuff sample and andesite whereas the Seydiler tuff had the lowest value. The uniaxial compressive strength was 16.37% lower in the weathered samples (sodium sulfate test) compared to the fresh samples of andesite. As a result, only the Ayazini tuff was not durable and deteriorated in the environment containing sodium sulfate.
机译:在阿菲永卡拉希萨尔(Afyonkarahisar)(土耳其)东北部出现的火山岩被广泛用作建筑石料,用于建造具有结构和建筑目的的历史建筑。在当前研究中,检查了三块建筑石材,包括两个凝灰岩和一个安山岩。本文的范围是研究盐对这些多孔建筑石材的腐蚀机理。为此,实验室研究分两个阶段进行。首先,对测试的建筑石材进行了主要特征分析。研究了矿物岩石学(偏光显微镜,XRD和SEM),化学(XRF)和机械物理性能等主要技术值和参数。此外,这项研究还包括建筑石材的孔径分布和毛细吸水率,同时根据TS EN 12370通过盐结晶试验研究了其耐用性。对含钠水进行浸泡-干燥循环进行了耐候性试验硫酸盐或氯化钠。通过SEM观察和超声波测量研究了盐结晶试验后建筑石材的结构变化,同时通过单轴抗压强度试验确定了强度特性。在Ayazini凝灰岩样品和安山岩中观察到干重损失最高,而Seydiler凝灰岩最低。与新鲜的安山岩样品相比,风化样品(硫酸钠试验)的单轴抗压强度低16.37%。结果,只有Ayazini凝灰岩在含有硫酸钠的环境中不耐久并且劣化。

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