Discussion on permeability characteristics of lime and fly ash solidified oil-contaminated soil and its engineering reuse

被引:0
|
作者
Li, Min [1 ,2 ]
Li, Hui [1 ]
Yu, He-Miao [1 ]
Zhao, Bo-Hua [1 ]
Qi, Zhen-Xiao [1 ]
机构
[1] School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin,300401, China
[2] Hebei Innovation Center of Civil Engineering Technology, Hebei University of Technology, Tianjin,300401, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2024年 / 45卷 / 01期
关键词
Lime;
D O I
暂无
中图分类号
学科分类号
摘要
The permeability of treated contaminated soil is an important factor to consider when reusing polluted soil in engineering projects. In this study, lime and fly ash were chosen as solidification materials due to their ability to both adsorb and solidify contaminants. The permeability coefficients of petroleum-contaminated soil before and after solidification, as well as the residual petroleum content within the soil, was investigated under varying parameters such as confining pressure, osmotic pressure and contamination intensity. X-ray diffraction and scanning electron microscopy were used to analyze the evolution of permeability and the migration and diffusion patterns of pollutants, providing insights into the engineering reutilization potential of solidified petroleum-contaminated soil. The results showed that the adsorption effect of the solidified product on petroleum molecules weakened the hydrophobicity of the petroleum, increasing the effective permeation pathways in the soil. The permeability coefficient of solidified petroleum-contaminated soil was two orders of magnitude higher compared to non-solidified soil. Both solidified and non-solidified petroleum-contaminated soil exhibited decreased permeability due to the enhanced adsorption and interception capacity of the soil matrix for petroleum, as well as the elevated confining pressure, osmotic pressure, and contamination level, which intensified the interception among soil particles. The solidification process effectively controlled the migration and diffusion of petroleum contaminants under permeation conditions. The residual petroleum content in various locations closely approximated the initial content, reducing the risk of pollution through permeation, Considering the mechanical properties (compressive strength of 1 280.1 kPa, shear strength of 388.88 kPa), permeability (ranging from 4.28×10-6 cm/s to 7.39×10-6 cm/s), and migration control characteristics (fluctuation rate from 0.3% to 4.9%) of lime and fly ash, it can be concluded that lime and fly ash solidified petroleum-contaminated soil can be reused in the construction of subgrade materials that require impermeability. © 2024 Biodiversity Research Center Academia Sinica. All rights reserved.
引用
收藏
页码:108 / 116
相关论文
共 50 条
  • [41] Assessment of strength and leaching characteristics of heavy metal-contaminated soils solidified/stabilized by cement/fly ash
    Zha, Fusheng
    Ji, Chunjie
    Xu, Long
    Kang, Bo
    Yang, Chengbin
    Chu, Chengfu
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2019, 26 (29) : 30206 - 30219
  • [42] Reuse of cement-solidified municipal incinerator fly ash in cement mortars: Physico-mechanical and leaching characteristics
    Cinquepalmi, Maria Anna
    Mangialardi, Teresa
    Panei, Liliana
    Paolini, Antonio Evangelista
    Piga, Luigi
    JOURNAL OF HAZARDOUS MATERIALS, 2008, 151 (2-3) : 585 - 593
  • [43] Analysis of Temperature Characteristics of the Reagent Capsulation Technological Process in the Unit of Oil-Contaminated Soil Decontamination
    Shtripling, L. O.
    Kholkin, E. G.
    Gagloeva, A. E.
    Belkova, S. V.
    OIL AND GAS ENGINEERING (OGE-2018), 2018, 2007
  • [44] The Use of Lime Sludge for Soil Stabilization and Its Effects on the Performance of Class C Fly Ash
    Coban, Haluk Sinan
    Cetin, Bora
    IFCEE 2018: INNOVATIONS IN GROUND IMPROVEMENT FOR SOILS, PAVEMENTS, AND SUBGRADES, 2018, (296): : 495 - 504
  • [45] Effect of fly ash, construction demolition waste and lime on geotechnical characteristics of a clayey soil: a comparative study
    R. K. Sharma
    J. Hymavathi
    Environmental Earth Sciences, 2016, 75
  • [46] Strength Characteristics of Clayey Sub-Grade Soil Stabilized with Fly Ash and Lime for Road Works
    Mishra, Er
    INDIAN GEOTECHNICAL JOURNAL, 2012, 42 (03) : 206 - 211
  • [47] Strength Characteristics of Clayey Sub-Grade Soil Stabilized with Fly Ash and Lime for Road Works
    Er. Niroj Kumar Mishra
    Indian Geotechnical Journal, 2012, 42 (3) : 206 - 211
  • [48] Effect of fly ash, construction demolition waste and lime on geotechnical characteristics of a clayey soil: a comparative study
    Sharma, R. K.
    Hymavathi, J.
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (05) : 1 - 11
  • [49] Assessment of Mechanical Properties of Soil-Lime-Crude Oil-Contaminated Soil Blend Using Regression Model for Sustainable Pavement Foundation Construction
    Ezeokpube, Gregory C.
    Ahaneku, Isiguzo Edwin
    Alaneme, George Uwadiegwu
    Attah, Imoh Christopher
    Etim, Roland Kufre
    Olaiya, Bamidele Charles
    Udousoro, Iberedem Monday
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [50] State of the art review on physiochemical and engineering characteristics of fly ash and its applications
    Amit Kumar Ram
    Supriya Mohanty
    International Journal of Coal Science & Technology, 2022, 9