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詹良通, 章梓汀, 李鹤, 兰吉武, 陈云敏. 适用于存量垃圾开采再利用工程的大直径旋挖取样和筛分试验方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20240905
引用本文: 詹良通, 章梓汀, 李鹤, 兰吉武, 陈云敏. 适用于存量垃圾开采再利用工程的大直径旋挖取样和筛分试验方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20240905
Large-Diameter Rotary Drilling Sampling and Screening Test Methods for Municipal Solid Waste Mining and Reutilization[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240905
Citation: Large-Diameter Rotary Drilling Sampling and Screening Test Methods for Municipal Solid Waste Mining and Reutilization[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240905

适用于存量垃圾开采再利用工程的大直径旋挖取样和筛分试验方法

Large-Diameter Rotary Drilling Sampling and Screening Test Methods for Municipal Solid Waste Mining and Reutilization

  • 摘要: 为了实现土地再利用、彻底清除污染源、填补冗余焚烧处理能力,近年来我国大量生活垃圾填埋场开始进行开采筛分再利用治理。本文提出了一套基于大直径旋挖钻取样和室内筛分试验、用于评估开采垃圾量与各类筛分物料量的调查方法,该方法被应用于深圳市某填埋场的垃圾堆体调查,对比分析了大直径旋挖钻与传统小钻孔取得试样的外观形态、物理组分、含水率、颗粒级配和重度等特性。结果表明:大直径旋挖钻取得的试样更能代表填埋垃圾的特征,对比旋挖钻,小钻孔试样中的粗粒料偏小约15%,细粒料和轻质料分别偏大2.6%~13.7%和3.2%~21.9%;随着埋深增大,旋挖钻试样的特征粒径逐渐减小,降解后的小颗粒主要集中在0.075~2mm粒径组,质量占比增加了7.6%;采用旋挖钻测试得到的垃圾原位重度随埋深从6.09增加至12.53kN/m3,比小钻孔取样测试低10.7%~37.6%,两种方法差值随埋深逐渐变小。基于试验结果对深圳某填埋场垃圾存量和各类筛分物料量进行了计算,对比旋挖钻,小钻孔计算误差约为40.5%~128.6%。

     

    Abstract: In recent years, numerous MSW landfills in China have been mining, screening, and reutilization to achieve land reuse, pollution sources elimination, and redundant incineration capacity satisfaction. This paper proposes a set of investigation methods based on large-diameter rotary drilling sampling and indoor screening tests to evaluate the amount of waste and various screened materials. These methods were applied to a landfill in Shenzhen to investigate the landfill. A comparative analysis was conducted on the appearance, physical composition, moisture content, particle size distribution, and density of samples obtained by large-diameter rotary drilling and traditional small boreholes. The results show that samples obtained by large-diameter rotary drilling represent the characteristics of landfill waste better. Compared to rotary drilling, coarse particles in small borehole samples are 15% smaller, while fine particles and light materials are 2.6%~13.7% and 3.2%~21.9% larger. As the depth increases, the characteristic particle size of rotary drilling samples gradually decreases. Small particles mainly concentrated in the 0.075~2mm size group, increasing by 7.6% in mass proportion. The density of waste obtained by rotary drilling increases from 6.09 to 12.53 kN/m³ with burial depth, which is 10.7%~37.6% lower than that obtained by small borehole sampling. The difference between the two methods gradually decreasing with depth. Based on the results, the amount of MSW and various screened materials in a landfill in Shenzhen were calculated. The calculation error of small boreholes compared to rotary drilling is about 40.5%~128.6%.

     

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