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陈年垃圾腐殖土理化性质及无侧限抗压强度研究

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以吉水县某高龄期填埋场腐殖土为研究对象,探究其理化性质及浸出液性质并为其资源化利用提供有效途径。研究表明,垃圾腐殖土中灰土及砖石组分含量高达 93。62%,玻璃、塑料等组分含量为 6。38%。腐殖土为砂质土,热稳定性良好;XRD及EDS结果显示其主要化学成分为SiO2、Al2O3、FeO、CaCO3,主要矿物成分为石英、方解石等;腐殖土有机质组分含量为 15。4%,存在Cr、Zn、As这 3 项重金属全量超标,且存在As、Pb浸出浓度不同程度超标。腐殖土经熟石灰-水泥固化后pH>12,有利于加速有机质的分解,无侧限抗压强度达 1。7~3。1 MPa,熟石灰与水泥总掺量>10%可满足JTG D50-2017 公路沥青路面设计规范二级及二级以下公路中等、轻交通底基层的填筑要求,具备作为道路填筑材料的潜质。
Study on the Physical-chemical Properties and Unconfined Compressive Strength of Aged Garbage Humus
The humus soil of an aged landfill in Jishui county was taken as the research object to explore the physics-chemistry properties and leaching solution,in order to provide an effective way for its resource utilization.The results showed that the content of lime soil,brick and stone components in waste humus was as high as 93.62%,and the content of glass and plastic was 6.38%.The humus was sandy soil with good thermal stability.The results of XRD and EDS showed that the main chemical components were SiO2,Al2O3,FeO and CaCO3,while the main mineral components were quartz,calcite and so on.The content of organic matter in humus was 15.4%.Heavy metals including chromium,zinc and arsenic exceeded the standard,and the leaching concentration of arsenic and plumbum also exceeded the standard in different degrees.The pH of humus after curing by lime-cement was greater than 12,which was beneficial to accelerate the decomposition of organic matter.Its unconfined compressive strength was 1.7-3.1 MPa,while the total content of lime and cement more than 10%could meet the filling requirements of JTG D50-2017 Specifications for Design of Highway Asphalt Pavementfor medium and light traffic base and subbase of secondary and below secondary roads,which had the potential to be used as road filling materials.

humusaged landfillphysical and chemical propertiesresource utilizationunconfined compression strengthroad filling materials

武海军、沈峰、李万金、张泽林、曹建、李菁若

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中交一公局集团有限公司,北京 100024

重庆交通大学材料科学与工程学院,重庆 400074

招商局重庆交通科研设计院有限公司,重庆 400067

腐殖土 高龄期填埋场 理化性质 资源化利用 无侧限抗压强度 道路填筑材料

2024

环境卫生工程
天津市市容环境工程设计研究所

环境卫生工程

CSTPCD
影响因子:0.279
ISSN:1005-8206
年,卷(期):2024.32(6)