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Development of UHPC Mixtures Utilizing Natural and Industrial Waste Materials as Partial Replacements of Silica Fume and Sand

机译:利用天然和工业废料作为二氧化硅烟雾和沙子的部分替代品的UHPC混合物的开发

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In the exploratory study presented in this paper, an attempt was made to develop different mixtures of ultrahigh performance concrete (UHPC) using various locally available natural and industrial waste materials as partial replacements of silica fume and sand. Materials such as natural pozzolana (NP), fly ash (FA), limestone powder (LSP), cement kiln dust (CKD), and pulverized steel slag (PSS), all of which are abundantly available in Saudi Arabia at little or no cost, were employed in the development of the UHPC mixtures. A base mixture of UHPC without replacement of silica fume or sand was selected and a total of 24 trial mixtures of UHPC were prepared using different percentages of NP, FA, LSP, CKD, and PSS, partially replacing the silica fume and sand. Flow and 28-d compressive strength of each UHPC mixture were determined to finally select those mixtures, which satisfied the minimum flow and strength criteria of UHPC. The test results showed that the utilization of NP, FA, LSP, CKD, and PSS in production of UHPC is possible with acceptable flow and strength. A total of 10 UHPC mixtures were identified with flow and strength equal to or more than the minimum required.
机译:在本文提出的探索性研究中,使用各种当地可用的天然和工业废料作为二氧化硅烟雾和沙子的部分替代品来开发不同的超高兴效混凝土(UHPC)的不同混合物。自然波佐兰(NP),粉煤灰(FA),石灰石粉末(LSP),水泥窑粉尘(CKD)和粉碎钢渣(PSS)等材料,所有这些都是在沙特阿拉伯大量的或没有成本,用于uHPC混合物的发展。选择UHPC的碱性混合物,无需替代二氧化硅烟灰或砂,并使用不同百分比的NP,Fa,LSP,CKD和PSS制备总共24种UHPC的试验混合物,部分取代二氧化硅烟雾和砂。测定每种UHPC混合物的流动和28-D压缩强度最终选择这些混合物,该混合物满足UHPC的最小流量和强度标准。测试结果表明,采用可接受的流量和强度,可以利用NP,FA,LSP,CKD和PSS在生产UHPC中。通过相当于或超过所需的最小值,共鉴定了总共10个UHPC混合物。

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