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Variations of waste unit weight during mechanical and degradation processes at landfills

机译:垃圾填埋场机械和降解过程中废物单位重量的变化

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摘要

This manuscript develops a model for assessing the time and space variations in unit weight of traditional municipal solid waste (MSW) landfills. The model considers the variations of unit weight caused by deformation of the waste matrix and degradation of the organic portion. Deformation of the waste matrix includes both short-term effects, resulting from mechanical strain during the filling period, and long-term effects, resulting from superposition of waste skeleton creep and waste degradation. Mass loss, caused by waste degradation, not only affects the stress level within the waste column, but also induces large and long-term deformation. Degradation-induced deformation is caused by the local collapse of the solid matrix weakened by mass loss. Considering that the correlation between mass loss and waste deformation is locally erratic and hard to define, a smooth time-strain curve (represented by Kelvin viscoelastic model) is used to describe approximately the overall long-term deformation. The analytical formulation for unit weight is obtained in Laplace transform domain and can be used to simulate spatial and temporal variations of waste unit weight. Unit weight profiles obtained at four MSW landfills using the proposed model agree well with measurements from in situ large-scale unit weight tests. Evolution of unit weight profiles indicates that there is no monotonous varying trend for unit weight along the whole depth of the landfill. Density first increases and then decreases to a stable value in the lower portion, whereas the opposite occurs in the upper portion. Whether unit weight increases or decreases depends on the competition between matrix deformation and degradation processes.
机译:该手稿建立了一个模型,用于评估传统市政固体垃圾(MSW)垃圾填埋场单位重量的时间和空间变化。该模型考虑了废物基质变形和有机物降解引起的单位重量变化。废物基质的变形既包括填充过程中机械应变引起的短期影响,也包括废物骨架蠕变和废物降解叠加产生的长期影响。由废料降解引起的质量损失不仅影响废料柱内的应力水平,而且还会引起大而长期的变形。降解引起的变形是由质量损失削弱的固体基质的局部塌陷引起的。考虑到质量损失与废物变形之间的相关性是局部不稳定且难以定义的,因此使用平滑的时间-应变曲线(由Kelvin粘弹性模型表示)来大致描述整个长期变形。在Laplace变换域中获得了单位重量的分析公式,该公式可用于模拟废物单位重量的时空变化。使用建议的模型在四个城市固体垃圾掩埋场获得的单位重量分布与现场大规模单位重量测试的测量结果非常吻合。单位重量分布图的演变表明,沿垃圾填埋场整个深度,单位重量没有单调变化的趋势。密度首先在下部增加,然后降低至稳定值,而在上部则相反。单位重量增加还是减少取决于基质变形和降解过程之间的竞争。

著录项

  • 来源
    《Waste management & research》 |2011年第12期|p.1303-1315|共13页
  • 作者单位

    Institute for Environmental, Health and Safety, Belgian Nuclear Research Center (SCK-CEN), Mol, Belgium,Department of Geotechnical Engineering and Geosciences, Technical University of Catalonia (UPC), Barcelona, Spain;

    Department of Geotechnical Engineering and Geosciences, Technical University of Catalonia (UPC), Barcelona, Spain,Department of Geosciences, Institute of Environmental Assessment and Water Research IIDAEA-CSIC], Barcelona, Spain;

    Department of Geosciences, Institute of Environmental Assessment and Water Research IIDAEA-CSIC], Barcelona, Spain;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    municipal solid waste landfill; unit weight; compressive strain; degradation; viscoelastic model; analytical formulation;

    机译:城市生活垃圾填埋场;单位重量压缩应变降解;粘弹性模型分析配方;

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