Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/60909
Título: | Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications |
Autor(es): | Silva, Manuela Corrêa Alves Araújo, Nuno Miguel Faria Cristelo, N. Miranda, Tiago F. S. Gomes, António Topa Coelho, João |
Palavras-chave: | Soil stabilization Alkaline activation Fly ash Cement binder Lime binder Geomechanical characterization soil stabilisation geomechanical characterisation |
Data: | 2019 |
Editora: | Taylor & Francis |
Revista: | Road Materials and Pavement Design |
Citação: | Corrêa-Silva, M., Araújo, N., Cristelo, N., Miranda, T., Gomes, A. T., & Coelho, J. (2018). Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications. Road Materials and Pavement Design, 1-15. |
Resumo(s): | The improvement of geotechnical properties is often achieved by the addition of traditional binders, such as cement or lime. However, the use of such binders implies a considerable financial and environmental cost that needs to be mitigated. An unconventional solution, similar to cement in terms of performance but more environmentally friendly, consists in the use of binders made from alkaline activated industrial residues. The technique consists on the activation of raw materials (such as fly ash or blast furnace slag) rich in Si, Al, or even Ca, with high pH alkaline solutions. The present work was developed aiming the possible stabilisation, using different fly ash contents, of a clayey soil with sand. The activator solution was composed of sodium hydroxide and sodium silicate. The extended experimental campaign included unconfined compressive strength (UCS), California Bearing Ratio (CBR), pulse velocity tests and triaxial tests to assess the geomechanical improvement induced by the new binder. As a mean of comparison, the experimental campaign included also the stabilisation of the same soil with either cement or lime. The obtained data indicates that the use of alkaline activation as a soil stabilisation technique provides competitive geomechanical results, when compared with those obtained with traditional binders. |
Tipo: | Artigo |
URI: | https://hdl.handle.net/1822/60909 |
ISBN: | 9781138196698 |
DOI: | 10.1080/14680629.2018.1473286 |
ISSN: | 1468-0629 |
Versão da editora: | https://www.tandfonline.com/doi/full/10.1080/14680629.2018.1473286 |
Arbitragem científica: | yes |
Acesso: | Acesso aberto |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
---|---|---|---|---|
Article.pdf | 689,42 kB | Adobe PDF | Ver/Abrir |