TY - JOUR
T1 - Ideal dosage curves for limestone and EAFS aggregate concretes and their sustainability assessment
AU - García-Cortés, Verónica
AU - García-Estévez, David
AU - San-José, José T.
AU - Egiluz, Ziortza
N1 - Publisher Copyright:
© 2023
PY - 2024/2
Y1 - 2024/2
N2 - Experimental tests, and two conventional grading curves, are used to design a dosing scheme, seeking the best way to enhance the general sustainability of certain types of low-to-medium workability concrete mixes. The aim is to achieve highly compacted aggregate gradations, thereby minimizing the need for Portland cement consumption. Several aggregate mix designs, employing fractions of both commercial limestone and recycled electric steelmaking slag, were prepared and assessed. Nine concrete mixes of structural quality (above 40 MPa as compressive strength) were manufactured to analyze their aggregate packing density and their performance as engineering concrete mixtures. The results obtained after classical testing showed excellent quality homogeneous concrete mixes, considering both the in-fresh and in-hard properties. Subsequently, a sustainability analysis of all the mixes led to the conclusion that they were of low environmental impact, due to their high aggregate content and their low cement consumption which, additionally, included other industrial co-products with hydraulic properties.
AB - Experimental tests, and two conventional grading curves, are used to design a dosing scheme, seeking the best way to enhance the general sustainability of certain types of low-to-medium workability concrete mixes. The aim is to achieve highly compacted aggregate gradations, thereby minimizing the need for Portland cement consumption. Several aggregate mix designs, employing fractions of both commercial limestone and recycled electric steelmaking slag, were prepared and assessed. Nine concrete mixes of structural quality (above 40 MPa as compressive strength) were manufactured to analyze their aggregate packing density and their performance as engineering concrete mixtures. The results obtained after classical testing showed excellent quality homogeneous concrete mixes, considering both the in-fresh and in-hard properties. Subsequently, a sustainability analysis of all the mixes led to the conclusion that they were of low environmental impact, due to their high aggregate content and their low cement consumption which, additionally, included other industrial co-products with hydraulic properties.
KW - Classical grading curves
KW - Compacity
KW - Concrete design
KW - Electric arc furnace slag (EAFS)
KW - Natural limestone (NL)
KW - Sustainability analysis
KW - particle packing density (PD)
UR - http://www.scopus.com/inward/record.url?scp=85169901361&partnerID=8YFLogxK
U2 - 10.1016/j.asej.2023.102446
DO - 10.1016/j.asej.2023.102446
M3 - Article
AN - SCOPUS:85169901361
SN - 2090-4479
VL - 15
JO - Ain Shams Engineering Journal
JF - Ain Shams Engineering Journal
IS - 2
M1 - 102446
ER -