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On the Use of Quarry Dust and Bottom Ash as Controlled Low Strength Materials (CLSM)

机译:采石场粉尘和底灰作为可控低强度材料(CLsm)的应用

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摘要

This paper presents the study of Controlled Low Strengh Materials (CLSM) utilizing bottom ash (BA) from coal-fired power plant located in Kuching, Malaysia, and quarry dust (QD) as its fine aggregates and filler sources. The CLSM specimens were prepared by using cement, quarry dust, bottom ash and water only. The plastic properties (flowability, bleeding, segregation and setting time) and in-service properties (density and compressive strength) were measured to monitor the properties of specimens. Furthermore, the optimum ratio of bottom ash to quarry dust was also determined. The results reveals that the optimum water content required to achieve the desired flowability occurred when the ratio (by mass) of BA:QD in the range from 40:60 to 25:75. Mixture with higher bottom ash content content shows longer initial setting time. Bleeding is directly proportional to the bottom ash content while inversely proportional to the cement content. Maximum bleeding percentage of 5.22% is sited. Results also show that higher quarry dust content generates larger strength. The CLSM specimen is in best condition for BA:QD ratio ranges within 40:60 to 25:75.
机译:本文介绍了利用位于马来西亚古晋的燃煤电厂的底灰(BA)和采石场粉尘(QD)作为细骨料和填料来源的可控低强度材料(CLSM)的研究。仅使用水泥,采石场粉尘,底灰和水制备CLSM标本。测量塑料性能(流动性,渗出,分离和凝固时间)和使用中的性能(密度和抗压强度)以监测样品的性能。此外,还确定了底灰与采石场粉尘的最佳比例。结果表明,当BA:QD的比例(质量比)在40:60至25:75的范围内时,实现了所需流动性所需的最佳水含量发生了。底灰含量较高的混合物显示更长的初始凝固时间。出血与底灰含量直接成正比,而与水泥含量成反比。最大出血百分比为5.22%。结果还表明,采石场粉尘含量越高,强度越高。对于40:60至25:75的BA:QD比率,CLSM样品处于最佳状态。

著录项

  • 作者

    Hardjito Djwantoro;

  • 作者单位
  • 年度 2011
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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