A comparative analysis of the experimental results of the properties of fresh and hardened concrete with different replacement ratios of natural with recycled coarse aggregate is presented in the paper. Recycled aggregate was made by crushing the waste concrete of laboratory test cubes and precast concrete columns. Three types of concrete mixtures were tested: concrete made entirely with natural aggregate (NAC) as a control concrete and two types of concrete made with natural fine and recycled coarse aggregate (50% and 100% replacement of coarse recycled aggregate). Ninety-nine specimens were made for the testing of the basic properties of hardened concrete. Load testing of reinforced concrete beams made of the investigated concrete types is also presented in the paper. Regardless of the replacement ratio, recycled aggregate concrete (RAC) had a satisfactory performance, which did not differ significantly from the performance of control concrete in this experimental research. However, ...for this to be fulfilled, it is necessary to use quality recycled concrete coarse aggregate and to follow the specific rules for design and production of this new concrete type.
TY - JOUR
AU - Malešev, Mirjana
AU - Radonjanin, Vlastimir
AU - Marinković, Snežana
PY - 2010
UR - https://grafar.grf.bg.ac.rs/handle/123456789/326
AB - A comparative analysis of the experimental results of the properties of fresh and hardened concrete with different replacement ratios of natural with recycled coarse aggregate is presented in the paper. Recycled aggregate was made by crushing the waste concrete of laboratory test cubes and precast concrete columns. Three types of concrete mixtures were tested: concrete made entirely with natural aggregate (NAC) as a control concrete and two types of concrete made with natural fine and recycled coarse aggregate (50% and 100% replacement of coarse recycled aggregate). Ninety-nine specimens were made for the testing of the basic properties of hardened concrete. Load testing of reinforced concrete beams made of the investigated concrete types is also presented in the paper. Regardless of the replacement ratio, recycled aggregate concrete (RAC) had a satisfactory performance, which did not differ significantly from the performance of control concrete in this experimental research. However, for this to be fulfilled, it is necessary to use quality recycled concrete coarse aggregate and to follow the specific rules for design and production of this new concrete type.
PB - MDPI AG
T2 - Sustainability
T1 - Recycled concrete as aggregate for structural concrete production
EP - 1225
IS - 5
SP - 1204
VL - 2
DO - 10.3390/su2051204
ER -
@article{
author = "Malešev, Mirjana and Radonjanin, Vlastimir and Marinković, Snežana",
year = "2010",
abstract = "A comparative analysis of the experimental results of the properties of fresh and hardened concrete with different replacement ratios of natural with recycled coarse aggregate is presented in the paper. Recycled aggregate was made by crushing the waste concrete of laboratory test cubes and precast concrete columns. Three types of concrete mixtures were tested: concrete made entirely with natural aggregate (NAC) as a control concrete and two types of concrete made with natural fine and recycled coarse aggregate (50% and 100% replacement of coarse recycled aggregate). Ninety-nine specimens were made for the testing of the basic properties of hardened concrete. Load testing of reinforced concrete beams made of the investigated concrete types is also presented in the paper. Regardless of the replacement ratio, recycled aggregate concrete (RAC) had a satisfactory performance, which did not differ significantly from the performance of control concrete in this experimental research. However, for this to be fulfilled, it is necessary to use quality recycled concrete coarse aggregate and to follow the specific rules for design and production of this new concrete type.",
publisher = "MDPI AG",
journal = "Sustainability",
title = "Recycled concrete as aggregate for structural concrete production",
pages = "1225-1204",
number = "5",
volume = "2",
doi = "10.3390/su2051204"
}
Malešev, M., Radonjanin, V.,& Marinković, S.. (2010). Recycled concrete as aggregate for structural concrete production. in Sustainability
MDPI AG., 2(5), 1204-1225.
https://doi.org/10.3390/su2051204
Malešev M, Radonjanin V, Marinković S. Recycled concrete as aggregate for structural concrete production. in Sustainability. 2010;2(5):1204-1225.
doi:10.3390/su2051204 .
Malešev, Mirjana, Radonjanin, Vlastimir, Marinković, Snežana, "Recycled concrete as aggregate for structural concrete production" in Sustainability, 2, no. 5 (2010):1204-1225,
https://doi.org/10.3390/su2051204 . .
