This paper presents a comparative test campaign between concrete produced with clean aggregate and aggregate treated with surfactants. The latter condition simulates the effect of earth pressure balance (EPB)-tunnel boring machine (TBM) on aggregates during the excavation and their successive reuse for concrete production. Uniaxial compressive strength, the dynamic elastic moduli, and the specific weight were measured and compared. The results show that the presence of surfactants, introduced in the mix by the aggregates, reduces significantly the compressive strength (up to 41 %), the elastic moduli (up to 25 %), and the specific weight (up to 7 %).

Reuse of EPB mucking for concrete production: A laboratory test campaign / Carigi, A; Saltarin, S; Di Giovanni, A; Todaro, C; Peila, D. - In: CASE STUDIES IN CONSTRUCTION MATERIALS. - ISSN 2214-5095. - 18:(2023), p. e02187. [10.1016/j.cscm.2023.e02187]

Reuse of EPB mucking for concrete production: A laboratory test campaign

Carigi, A;Saltarin, S;Di Giovanni, A;Todaro, C;Peila, D
2023

Abstract

This paper presents a comparative test campaign between concrete produced with clean aggregate and aggregate treated with surfactants. The latter condition simulates the effect of earth pressure balance (EPB)-tunnel boring machine (TBM) on aggregates during the excavation and their successive reuse for concrete production. Uniaxial compressive strength, the dynamic elastic moduli, and the specific weight were measured and compared. The results show that the presence of surfactants, introduced in the mix by the aggregates, reduces significantly the compressive strength (up to 41 %), the elastic moduli (up to 25 %), and the specific weight (up to 7 %).
File in questo prodotto:
File Dimensione Formato  
Carigi 1-s2.0-S2214509523003674-main.pdf

accesso aperto

Tipologia: 2a Post-print versione editoriale / Version of Record
Licenza: Creative commons
Dimensione 3.94 MB
Formato Adobe PDF
3.94 MB Adobe PDF Visualizza/Apri
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2982843