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首页> 外文期刊>Engineering journal >Effects of Pulverized Burnt Clay Waste Fineness on the Compressive Strength and Durability Properties of Blended Cement Concrete
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Effects of Pulverized Burnt Clay Waste Fineness on the Compressive Strength and Durability Properties of Blended Cement Concrete

机译:粉煤渣废料细度对水泥混凝土抗压强度和耐久性能的影响

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摘要

The search for an alternative binder to cement, partially or wholly, continues to be on the increase. In this study, the fineness of pulverized burnt clay waste was evaluated as a factor that affects the compressive strength, chloride penetration and strength deterioration in sulphuric acid of its blended cement concrete. Pulverized burnt clay waste obtained from a source was divided into two different fineness portions using 75 and 150?μm sieves and classified as fine and coarse portions, respectively. Portland cement was replaced at 10 and 20% by weight with fine and coarse portions, separately. Additional mix containing 105% binder content consisting 5% excess fine and coarse portions at 10 and 20% cement replacement was also included. Chloride penetration was measured using the full immersion technique in 3% sodium chloride solution. The results revealed that increasing the fineness of pulverized burnt clay waste increases the compressive strength, reduced the chloride penetration and improves the acidic resistance of the blended cement concrete. These enhanced properties are due to the improved interfacial zone in the concrete resulting from increased specific surface area of the fine portion. Further improvement of the blended cement concrete properties can also be achieved with the use of 105% binder content containing 5% excess pozzolan beyond the conventional cement replacement level as observed in this study.
机译:对于部分或全部水泥的替代粘合剂的搜寻仍在继续。在这项研究中,粉状烧成废料的细度被评估为影响其混合水泥混凝土的抗压强度,氯化物渗透和硫酸中强度劣化的因素。使用75和150?μm的筛子将从来源获得的粉状燃烧的粘土废料分为两个不同的细度部分,分别分为细小部分和粗大部分。分别以细颗粒和粗颗粒分别代替10和20重量%的波特兰水泥。还包括另外的混合物,该混合物包含105%的粘结剂含量,在10%和20%的水泥置换量下包含5%的细小和粗糙部分。使用全浸技术在3%氯化钠溶液中测量氯离子的渗透率。结果表明,提高粉状燃烧粘土废料的细度可以提高抗压强度,减少氯离子的渗透,并改善水泥混凝土的耐酸性。这些增强的性能归因于由于细小部分的比表面积增加而导致的混凝土界面区域的改善。如本研究中所观察到的,还可以通过使用105%的粘结剂含量(含超过常规水泥替代含量的5%的火山灰)来进一步改善混合水泥混凝土的性能。

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