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High strength blended cement concrete incorporating volcanic ash: Performance at high temperatures

机译:掺有火山灰的高强度掺混水泥混凝土:高温下的性能

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摘要

The strength and durability of high strength blended cement concretes incorporating up to 20 percent of volcanic ash (VA) subjected to high temperatures up to 800 deg C are described. The strength was assessed by unstressed residual compressive strength, while durability was investigated by rapid chloride permeability (RCP), mercury intrusion porosimetry (MIP), differential scanning calorimetry (DSC), crack pattern observations and microhardness testing. High strength volcanic ash concrete (HSVAC) exhibited better performance showing higher residual strength, chloride resistance and resistance against deterioration at high temperatures compared to the control high strength OPC concrete. However, deterioration of both strength and durability of HSVACs increased with the increase of temperature up to 800 deg C due to weakened interfacial transition zone (ITZ) between hardened cement paste (hcp) and aggregate and concurrent coarsening of the hcp pore structure. The serviceability assessment of HSVACs after a fire should therefore, be based on both strength and durability considerations.
机译:描述了掺入高达20%的火山灰(VA)并经受高达800摄氏度高温的高强度掺混水泥混凝土的强度和耐久性。通过无应力残余抗压强度评估强度,同时通过快速氯化物渗透率(RCP),压汞法(MIP),差示扫描量热法(DSC),裂纹模式观察和显微硬度测试研究耐久性。与对照高强度OPC混凝土相比,高强度火山灰混凝土(HSVAC)表现出更好的性能,显示出更高的残余强度,耐氯化物性和在高温下的抗变质性。然而,由于硬化水泥浆(hcp)与聚集体之间的界面过渡区(ITZ)变弱,并且hcp孔结构同时变粗,HSVACs的强度和耐用性均随着温度升高至800摄氏度而增加。因此,火灾后HSVAC的可使用性评估应基于强度和耐久性考虑。

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