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水分含量和填埋年限对中国西安城市固体废弃物抗剪强度特性的影响

Effects of moisture content and landfill age on the shear strength properties of municipal solid waste in Xi'an, China.

作者信息

Huang Menghe, Zhang Zhenying, Zhu Bin, Zhang Jiahe, Xu Hui

机构信息

School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, 310018, China.

CIFI Group, Xinzhi Construction Engineering Co., Ltd, Shanghai, 200355, China.

出版信息

Environ Sci Pollut Res Int. 2023 May;30(24):65011-65025. doi: 10.1007/s11356-023-26905-6. Epub 2023 Apr 19.

Abstract

With the continued expansion of waste landfills, accidents may occur if the landfills are not properly stabilized. In this study, samples of municipal solid waste (MSW) from a waste landfill in Xi'an, China were collected through on-site drilling. Considering the effects of nine landfill ages (1, 2, 3, 11, 12, 13, 21, 22, and 23 y) and six moisture contents (natural, 20, 40, 60, 80, and 100%), 324 groups of MSW were tested in the laboratory using a direct shear test apparatus. The results indicate the following: (1) with an increase in horizontal shear displacement, the shear stress of MSW gradually increases without a peak stress phenomenon, which is a displacement hardening curve; (2) with an increase in landfill age, the shear strength of MSW increases; (3) with an increase in moisture content, the shear strength of MSW increases; (4) with an increase in landfill age, the cohesion (c) decreases and the internal friction angle (φ) increases; and (5) with an increase in moisture content, the c and φ of MSW increases. The c range found in this study was 6.04-18.69 kPa, while the φ was 10.78-18.26°. The results of this study can provide a reference for stability calculations for MSW landfills.

摘要

随着垃圾填埋场的不断扩建,如果填埋场未得到妥善稳定处理,可能会发生事故。在本研究中,通过现场钻探收集了中国西安某垃圾填埋场的城市固体废弃物(MSW)样本。考虑到九个填埋年限(1、2、3、11、12、13、21、22和23年)和六种含水量(天然含水量、20%、40%、60%、80%和100%)的影响,使用直剪试验仪器在实验室对324组城市固体废弃物进行了测试。结果表明:(1)随着水平剪切位移的增加,城市固体废弃物的剪应力逐渐增大,无峰值应力现象,为位移硬化曲线;(2)随着填埋年限的增加,城市固体废弃物的抗剪强度增加;(3)随着含水量的增加,城市固体废弃物的抗剪强度增加;(4)随着填埋年限的增加,黏聚力(c)减小,内摩擦角(φ)增大;(5)随着含水量的增加,城市固体废弃物的c和φ增大。本研究中得到的c范围为6.04 - 18.69 kPa,而φ为10.78 - 18.26°。本研究结果可为城市固体废弃物填埋场的稳定性计算提供参考。

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