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陈宏信, 吕东江, 冯世进, 张晓磊, 吴少杰. 某低厨余填埋场垃圾物理力学特性演化规律[J]. 岩土工程学报, 2023, 45(9): 1850-1858. DOI: 10.11779/CJGE20220551
引用本文: 陈宏信, 吕东江, 冯世进, 张晓磊, 吴少杰. 某低厨余填埋场垃圾物理力学特性演化规律[J]. 岩土工程学报, 2023, 45(9): 1850-1858. DOI: 10.11779/CJGE20220551
CHEN Hongxin, LÜ Dongjinag, FENG Shijin, ZHANG Xiaolei, WU Shaojie. Evolution of physical and mechanical properties of municipal solid waste in a landfill with low kitchen waste content[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1850-1858. DOI: 10.11779/CJGE20220551
Citation: CHEN Hongxin, LÜ Dongjinag, FENG Shijin, ZHANG Xiaolei, WU Shaojie. Evolution of physical and mechanical properties of municipal solid waste in a landfill with low kitchen waste content[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1850-1858. DOI: 10.11779/CJGE20220551

某低厨余填埋场垃圾物理力学特性演化规律

Evolution of physical and mechanical properties of municipal solid waste in a landfill with low kitchen waste content

  • 摘要: 垃圾分类处理将导致中国填埋场中厨余垃圾占比显著下降,对填埋场的长期安全运营提出了新的要求。对中国某低厨余城市生活垃圾(MSW)填埋场进行了现场抽水、电阻率测试及室内垃圾组分、质量含水率、剪切强度等测试,分析了其物理力学特性变化。结果表明经过两年抽水后垃圾组分变化不大,但垃圾特性分布更加离散;低厨余垃圾受历史填埋垃圾影响,含水率为86%~161%,经过抽水后降低至42%~116%;抽水后填埋场整体水位下降但在10~15 m深度出现了局部的高含水区域;填埋场垃圾黏聚力及内摩擦角分布范围分别为0~20 kPa及15°~30°,黏聚力及内摩擦角变化范围较大,且黏聚力低于国内一般高厨余垃圾填埋场,抽水后垃圾的剪切强度总体下降但剪切硬化现象更加明显。

     

    Abstract: The classified treatment of the municipal solid waste (MSW) will lead to a significant decline in the proportion of kitchen waste in landfills in China, which puts forward new requirements for the long-term safe operation of landfills. To evaluate the evolution of the physical and mechanical properties of waste in low kitchen waste landfills, the in-situ pumping and resistivity tests, and the laboratory tests on waste components, water content and shear strength of an MSW landfill with low kitchen waste content in China are carried out. The major conclusions are as follows: (1) The waste components only slightly change after two years of pumping, but the properties of the MSW become more scattering. (2) The water content is at a high level of 86%~161% which is affected by the landfilling history and location, and the range decreases to 42%~116% after pumping. The overall leachate level declines, but there is a local area with a high water content at the depth of 10~15 m, and the local leachate accumulation may be due to component dislocation and migration caused by pumping. (3) The cohesion and internal friction angle vary widely, and their ranges are 0~20 kPa and 15°~30°, respectively. The cohesion is overall lower than that of the domestic traditional landfill with a high kitchen waste content. The shear strength of the MSW after pumping is generally reduced, but the shear hardening phenomenon is more obvious.

     

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