Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications

• Tipo: Artigo em Revista Científica Internacional
• Data: 2019

Autores

Correa Silva, M (Autor) Outra; Araujo, N (Autor) Outra; Cristelo, N (Autor) Outra; Miranda, T (Autor) Outra; António Topa Gomes (Autor) FEUP; Coelho, J (Autor) Outra

Indexação

ISI Web of Knowledge - 1 Citação

Scopus - 44 Citações

Outras Informações

ID Authenticus: P-00R-3J4

DOI: 10.1080/14680629.2018.1473286

Abstract (EN): 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.

Idioma: Inglês

Tipo (Avaliação Docente): Científica

Nº de páginas: 15