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Mechanical properties of incineration bottom ash: The influence of composite species

机译:焚烧底灰的机械性能:复合材料种类的影响

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摘要

The mechanical properties, including strength, deformational behavior, and wetting softening phenomena of municipal solid waste incinerator (MSWI) bottom ash are one of the major concerns for reuse applications. However, owing to the complex constituents of municipal solid waste, the properties of MSWI bottom ash are often highly variable. A series of artificial specimens with controlled chemical components were tested in this study. The test results show that the artificial bottom ash possesses the following mechanical characteristics: (1) for the strength, the frictional angles of the bottom ash under dry and saturated conditions vary from 34.8° to 51.1 ° and 26.0° to 37.2°, respectively; (2) for the deformation, the shear stiffness increases with the normal stress arises and degrades upon increased shearing; (3) significant wetting degradation of the strength and stiffness were observed. The multi-variable regression analysis was conducted to evaluate the associated influence of the chemical components on the strength. Among the evaluated components, Fe_2O_3 and Al_2O_3 are key factors; an increase in either results in higher strength at both dry and saturated conditions. The results were used to propose empirical relationships for φ_(dry) and φ_(sat), expressed in terms of Fe_2O_3 and Al_2O_3. Accordingly, a strength classification chart is proposed for engineering purposes.
机译:市政固体垃圾焚烧炉(MSWI)底灰的机械性能(包括强度,变形行为和润湿软化现象)是可重复使用的主要问题之一。但是,由于城市生活垃圾的成分复杂,MSWI底灰的特性通常变化很大。在这项研究中测试了一系列具有受控化学成分的人造标本。试验结果表明,人造底灰具有以下力学特性:(1)在强度和干,饱和条件下底灰的摩擦角分别为34.8°至51.1°和26.0°至37.2°。 (2)对于变形,剪切刚度随法向应力的增加而增加,并随着剪切力的增加而降低; (3)观察到强度和刚度的显着润湿降解。进行了多变量回归分析,以评估化学成分对强度的相关影响。在评估的成分中,Fe_2O_3和Al_2O_3是关键因素。两者的增加都会导致在干燥和饱和条件下的强度更高。结果被用来提出φ_(干)和φ_(饱和)的经验关系,用Fe_2O_3和Al_2O_3表示。因此,提出了用于工程目的的强度分类图。

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  • 来源
    《Waste Management》 |2010年第7期|1303-1309|共7页
  • 作者单位

    Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung 811, Taiwan, ROC;

    Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung 811, Taiwan, ROC;

    Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung 811, Taiwan, ROC;

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