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SONG Shuxiang, ZHENG Chao, YANG Kun, FENG Deluan. Experimental Research on Curing Characteristics of Sludge with High-Salt- Content Leachate Solidified by Cement in Domestic Waste Landfills[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 206-215. doi: 10.3724/j.gyjzG22110711
Citation: SONG Shuxiang, ZHENG Chao, YANG Kun, FENG Deluan. Experimental Research on Curing Characteristics of Sludge with High-Salt- Content Leachate Solidified by Cement in Domestic Waste Landfills[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 206-215. doi: 10.3724/j.gyjzG22110711

Experimental Research on Curing Characteristics of Sludge with High-Salt- Content Leachate Solidified by Cement in Domestic Waste Landfills

doi: 10.3724/j.gyjzG22110711
  • Received Date: 2022-11-07
    Available Online: 2025-04-02
  • The landfill leachate sludge produced by submerged combustion process has the characteristics of low organic matter content and heavy metal content but high liquid index and salt content. Ordinary Portland cement and sulphoaluminate cement with different cement types and cement contents were used to solidifiy leachate sludge. The unconfined compressive strength test and immersion test were carried out to evaluate the reinforcement effect of cement on the strength and water stability of high-salt-content leachate sludge. Meanwhile, microscopy tests were carried out on the solidified sludge samples to explore the micro-control mechanism of cement solidification effect. The test results showed that: 1) the curing effect of ordinary Portland cement on sludge with high-salt-content leachate was non-ideal;2) the unconfined compressive strength of solidified sludge with 10% sulfoaluminate cement content for 28 d curing age met the strength requirement of solidified sludge landfills; 3) when the content of sulphoaluminate cement was more than 50%, the unconfined compressive strength of solidified sludge with curing age of 28 days after being immersed for 28 days could meet the landfill requirement of 50 kPa;4) C-S-H gel with cementing effect produced by the addition of sulphoaluminate cement caused the microstructure of the sludge to be more compact, which was the micro-control mechanism for the strength enhancement of sludge in sulphoaluminate cement solidified leachate with high salt content; 5) the soluble salt sludge particles in the sample solidified by sulphoaluminate cement gradually dissolved with the increase of immersion time, which led to the fracture and dispersion of C-S-H gel and the destruction of micro-cementing morphology, it was the micro-control mechanism for the immersion deterioration of sulphoaluminate cement solidified high-salt leachate sludge.
  • [1]
    王波, 单明. 垃圾焚烧发电产业即将进入成熟期冲刺阶段[J]. 环境经济, 2021(1): 45-49.
    [2]
    詹良通, 罗小勇, 管仁秋, 等. 某垃圾填埋场污泥坑外涌及其引发下游堆体失稳机理[J]. 岩土工程学报, 2013, 35(7): 1189-1196.
    [3]
    广东省环境保护局.水污染物排放限值:DB 44/26—2001 [S]. 广州:广东省人民政府,2001.
    [4]
    罗小勇, 王艳明, 熊建英, 等. 垃圾填埋场污泥坑原位修复工程实践[J]. 环境工程学报, 2018, 12(9): 2707-2716.
    [5]
    晏超群, 程治良, 全学军, 等. 多通道网状电极电化学预处理垃圾渗滤液反渗透浓缩液[J]. 环境化学, 2021, 40(2): 603-613.
    [6]
    中华人民共和国住房和城乡建设部.生活垃圾卫生填埋处理技术规范:GB 50869—2013 [S]. 北京: 中国计划出版社, 2013.
    [7]
    中国环境科学研究院.生活垃圾填埋场污染控制标准:GB 16889—2008 [S]. 北京: 中国环境科学出版社, 2008.
    [8]
    杨爱武, 徐彩丽, 郎瑞卿, 等. 冻融循环作用下城市污泥固化土三维力学特性及其破坏准则[J]. 岩土力学, 2021, 42(4): 963-975.
    [9]
    李磊, 朱伟, 林城. 骨架构建法进行污泥固化处理的试验研究[J]. 中国给水排水, 2005, 21(6):41-43.
    [10]
    张亭亭,李江山,王平,等. 磷酸镁水泥固化铅污染土的应力-应变特性研究[J].岩土力学, 2016, 37(增刊1): 215-225.
    [11]
    YOOBANPOT N, JAMSAWANG P, POORAHONG H, et al. Multiscale laboratory investigation of the mechanical and microstructural properties of dredged sediments stabilized with cement and fly ash[J]. Engineering Geology, 2020, 267(3), 105491.
    [12]
    杨康辉, 欧忠文, 肖寒冰, 等. CCCW对硫铝酸盐水泥固化土强度的影响[J]. 后勤工程学院学报, 2016, 32(1): 83-87.
    [13]
    KHOSHSIRAT V, BAYESTEH H, SHARIFI M. Effect of high salinity in grout on the performance of cement-stabilized marine clay[J]. Construction and Building Materials, 2019, 217:93-107.
    [14]
    LYU Q F, JIANG L S, MA B, et al. A study on the effect of the salt content on the solidification of sulfate saline soil solidified with an alkali-activated geopolymer[J]. Construction and Building Materials, 2018, 176: 68-74.
    [15]
    杨爱武, 杨少朋, 郎瑞卿, 等. 轻质固化盐渍土三维力学特性研究[J]. 岩土力学, 2021, 42(3): 593-600.
    [16]
    中华人民共和国水利部.土工试验方法标准:GB/T 50123—2019 [S]. 北京: 中国计划出版社, 2019.
    [17]
    ON H T, CHEN W B, YIN J H, et al. Stress-strain behaviour of cement-stabilized Hong Kong marine deposits[J/OL]. Construction and Building Materials, 2021, 274[2022-11-07]. https://doi.org/10.1016/j.conbuildmat.2020.122103.
    [18]
    LANG L, SONG C Y, XUE L, et al. Effectiveness of waste steel slag powder on the strength development and associated micro-mechanisms of cement-stabilized dredged sludge[J/OL]. Construction and Building Materials, 2020, 240 [2022-11-07]. https://doi.org/10.1016/j.conbuildmat.2019.117975.
    [19]
    冯德銮,黎森宇,梁仕华. 水泥固化滨海软土动力特性研究进展与评述[J]. 广东工业大学学报, 2024, 41(2): 23-36.
    [20]
    XING H, YANG X, CHAO X, et al. Strength characteristics and mechanisms of salt-rich soil-cement[J]. Engineering Geology, 2009, 103: 33-38.
    [21]
    BALONIS M, LOTHENBACH B, SAOUT G L, et al. Impact of chloride on the mineralogy of hydrated Portland cement systems[J]. Cement & Concrete Research, 2010, 40(7): 1009 -1022.
    [22]
    曹净, 孙成蛟. 置换式水泥土桩长期强度特性试验研究[J]. 工程勘察, 2018, 46(2):8-11.
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