Evaluation of geotechnical, mineralogical and environmental properties of clayey soil stabilized with different industrial by-products: A comparative study

被引:1
作者
Diaz-Lopez, J. L. [1 ]
Rosales, J. [1 ]
Agrela, F. [1 ]
Cabrera, M. [2 ]
Cuenca-Moyano, G. M. [3 ]
机构
[1] Univ Cordoba, Construct Engn Area, Cordoba, Spain
[2] Univ Cordoba, Dept Mech, Cordoba, Spain
[3] Univ Granada, Dept Bldg Construct, Granada, Spain
关键词
Soil stabilization; Industrial by-products; Life cycle assessment; Leaching; UNCONFINED COMPRESSIVE STRENGTH; STEEL SLAG; CEMENT; LIME; MICROSTRUCTURE; FEASIBILITY;
D O I
10.1016/j.conbuildmat.2024.138497
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The utilisation of soil stabilization techniques employing binders like lime or cement enables the use of soils that are classified as disposable, thereby reducing the need for landfills and the consumption of natural resources. However, the production of lime and cement results in significant CO2 emissions. Therefore, the application of industrial by-products (IBP) for stabilizing expansive soils presents an opportunity to minimise the use of traditional binders. This study investigates the geotechnical, mechanical, mineralogical, and environmental properties of four IBP (biomass bottom ash, biomass fly ash, steel slag, and mixed recycled aggregate) combined with a silica-based nanomaterial for road layer applications. The technical feasibility of the use of IBP was demonstrated, especially in combination with nanomaterials, allowing a 66 % reduction in the percentage of added lime, obtaining significant improvements with minimal plasticity and swelling index and bearing capacity CBR values higher than 25 %, applying BBA, BFA and SS. An environmental assessment of leachate analysis was performance, showing an immobilization of heavy metals that makes the application of IBP feasible. In addition, a life cycle analysis study showed the environmental benefits of applying IBP, such as a 50 % reduction in CO2 emissions due to the reduction of lime, resulting from the use of these materials, thus promoting more sustainable economic models.
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页数:17
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共 80 条
  • [31] Stabilization of expansive soils with biomass bottom ashes for an eco-efficient construction
    Galvin, Adela P.
    Lopez-Uceda, Antonio
    Cabrera, Manuel
    Rosales, Julia
    Ayuso, Jesus
    [J]. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2021, 28 (19) : 24441 - 24454
  • [32] Analysis of leaching procedures for environmental risk assessment of recycled aggregate use in unpaved roads
    Galvin, Adela P.
    Ayuso, Jesus
    Agrela, Francisco
    Barbudo, Auxiliadora
    Ramon Jimenez, Jose
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 : 1207 - 1214
  • [33] Physical and geotechnical properties of cement-treated clayey soil using silica nanoparticles: An experimental study
    Ghasabkolaei, N.
    Janalizadeh, A.
    Jahanshahi, M.
    Roshan, N.
    Ghasemi, Seiyed E.
    [J]. EUROPEAN PHYSICAL JOURNAL PLUS, 2016, 131 (05):
  • [34] The impacts of nano-SiO2 and silica fume on cement kiln dust treated soil as a sustainable cement-free stabilizer
    Ghavami, Sadegh
    Naseri, Hamed
    Jahanbakhsh, Hamid
    Nejad, Fereidoon Moghadas
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 285
  • [35] Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils
    Ghorbani, Ali
    Hasanzadehshooiili, Hadi
    Mohamumadi, Mostafa
    Sianati, Fariborz
    Salimi, Mandi
    Sadowski, Lukasz
    Szymanowski, Jacek
    [J]. ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [36] Goedkoop M., 2009, LIFE CYCLE IMPACT AS, P1, DOI DOI 10.1029/2003JD004283
  • [37] Monitoring of the process of waste landfill leachate diffusion in clay and sandy soil
    Goncalves, Flavia
    Correa, Camila Zoe
    Lopes, Deize Dias
    Siqueira Vendrame, Pedro Rodolfo
    Teixeira, Raquel Souza
    [J]. ENVIRONMENTAL MONITORING AND ASSESSMENT, 2019, 191 (09)
  • [38] Govindasamy P., 2017, APPL ENVIRON SOIL SC, V2017, P1687, DOI [https://doi.org/10.1155/2017/8307493, DOI 10.1155/2017/8307493]
  • [39] Comparison of Strength Characteristics of Gorgan Loessial Soil Improved by Nano-Silica, Lime and Portland Cement
    Haeri, S. Mohsen
    Hosseini, Arash M.
    Shahrabi, Mohammad Mahdi
    Soleymani, Saman
    [J]. FROM FUNDAMENTALS TO APPLICATIONS IN GEOTECHNICS, 2015, : 1820 - 1827
  • [40] Haile A., 2021, Stabilization of expansive soil using rubber tire and ordinary portland cement