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采用 FLAC3D 对城市生活垃圾填埋场不均匀沉降进行数值模拟。

Numerical simulation of uneven settlement of municipal solid waste landfill by FLAC 3D.

机构信息

School of Civil and Architectural Engineering, Liaoning University of Technology, Jinzhou, China.

出版信息

Waste Manag Res. 2022 Apr;40(4):374-382. doi: 10.1177/0734242X211066703. Epub 2021 Dec 30.

Abstract

After the landfill site is sealed, the uneven settlement is related to the safety of reutilisation of the site, and it is critical to calculate the uneven settlement of the site without error. In this article, the soil parameter of garbage body was changed with biodegradation. Fast Lagrangian Analysis of Continua in three dimensions (FLAC 3D) numerical simulation was applied to the settlement of the landfill site closure. In calculating the settlement of landfill, the soil parameters of landfill with age were obtained by field drilling experiments. The parameters can reflect the characteristics of soil organic matter in different biodegradation stages. Finally, the uneven settlement within 20 years of the closure period was obtained by the numerical simulation taking Jinzhou Nanshan landfill as an example. The results show that the settlement with the age increases gradually, but the rate will be more and more moderate, and the maximum subsidence value in the sealing field after 20 years will be 9.11 m, 15.71% of the maximum elevation. Around the landfill slope position of uneven settlement rate is bigger, and the maximum angle of uneven settlement is up to 45°. But the middle position is small, which is close to 0°.

摘要

垃圾填埋场封场后,不均匀沉降关系到场地再利用的安全,准确无误地计算场地的不均匀沉降至关重要。本文针对垃圾体的土性参数随生物降解发生变化的情况,运用三维快速拉格朗日差分分析(FLAC3D)对填埋场封场的沉降进行数值模拟。在计算填埋场沉降时,通过现场钻孔试验获得了具有年龄特征的填埋场土性参数,该参数能够反映不同生物降解阶段土壤有机质的特点。最后,以锦州南山垃圾填埋场为例,通过数值模拟得到了封场后 20 年内的不均匀沉降值。结果表明,随着年龄的增长,沉降逐渐增加,但速率会越来越缓和,20 年后封场场区内的最大沉降值为 9.11m,占最大高程的 15.71%。在填埋场边坡位置,不均匀沉降速率较大,最大不均匀沉降角达到 45°。而中间位置较小,接近于 0°。

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