PMID- 36431578
OWN - NLM
STAT- PubMed-not-MEDLINE
LR  - 20221213
IS  - 1996-1944 (Print)
IS  - 1996-1944 (Electronic)
IS  - 1996-1944 (Linking)
VI  - 15
IP  - 22
DP  - 2022 Nov 15
TI  - Mechanical Behavior of Crushed Waste Glass as Replacement of Aggregates.
LID - 10.3390/ma15228093 [doi]
LID - 8093
AB  - In this study, ground glass powder and crushed waste glass were used to replace 
      coarse and fine aggregates. Within the scope of the study, fine aggregate (FA) 
      and coarse aggregate (CA) were changed separately with proportions of 10%, 20%, 
      40%, and 50%. According to the mechanical test, including compression, splitting 
      tensile, and flexural tests, the waste glass powder creates a better pozzolanic 
      effect and increases the strength, while the glass particles tend to decrease the 
      strength when they are swapped with aggregates. As observed in the splitting 
      tensile test, noteworthy progress in the tensile strength of the concrete was 
      achieved by 14%, while the waste glass used as a fractional replacement for the 
      fine aggregate. In samples where glass particles were swapped with CA, the 
      tensile strength tended to decrease. It was noticed that with the adding of waste 
      glass at 10%, 20%, 40%, and 50% of FA swapped, the increase in flexural strength 
      was 3.2%, 6.3%, 11.1%, and 4.8%, respectively, in amount to the reference one 
      (6.3 MPa). Scanning electron microscope (SEM) analysis consequences also confirm 
      the strength consequences obtained from the experimental study. While it is seen 
      that glass powder provides better bonding with cement with its pozzolanic effect 
      and this has a positive effect on strength consequences, it is seen that voids 
      are formed in the samples where large glass pieces are swapped with aggregate and 
      this affects the strength negatively. Furthermore, simple equations using 
      existing data in the literature and the consequences obtained from the current 
      study were also developed to predict mechanical properties of the concrete with 
      recycled glass for practical applications. Based on findings obtained from our 
      study, 20% replacement for FA and CA with waste glass is recommended.
FAU - Celik, Ali Ihsan
AU  - Celik AI
AUID- ORCID: 0000-0001-7233-7647
AD  - Tomarza Mustafa Akincioglu Vocational School, Department of Construction, Kayseri 
      University, Kayseri 38940, Turkey.
FAU - Ozkilic, Yasin Onuralp
AU  - Ozkilic YO
AUID- ORCID: 0000-0001-9354-4784
AD  - Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan 
      University, Konya 42000, Turkey.
FAU - Zeybek, Ozer
AU  - Zeybek O
AD  - Department of Civil Engineering, Faculty of Engineering, Mugla Sitki Kocman 
      University, Mugla 48000, Turkey.
FAU - Karalar, Memduh
AU  - Karalar M
AUID- ORCID: 0000-0002-4595-8971
AD  - Faculty of Engineering, Department of Civil Engineering, Zonguldak Bulent Ecevit 
      University, Zonguldak 67100, Turkey.
FAU - Qaidi, Shaker
AU  - Qaidi S
AUID- ORCID: 0000-0001-8289-4877
AD  - Department of Civil Engineering, College of Engineering, University of Duhok, 
      Duhok 42001, Iraq.
AD  - Department of Civil Engineering, College of Engineering, Nawroz University, Duhok 
      42001, Iraq.
FAU - Ahmad, Jawad
AU  - Ahmad J
AUID- ORCID: 0000-0002-9890-7158
AD  - Department of Civil Engineering, Military College of Engineering (Nust), Risalpur 
      24080, Pakistan.
FAU - Burduhos-Nergis, Dumitru Doru
AU  - Burduhos-Nergis DD
AUID- ORCID: 0000-0002-2716-1328
AD  - Faculty of Materials Science and Engineering, Gheorghe Asachi Technical 
      University of Iasi, 700050 Iasi, Romania.
FAU - Bejinariu, Costica
AU  - Bejinariu C
AUID- ORCID: 0000-0003-1973-7240
AD  - Faculty of Materials Science and Engineering, Gheorghe Asachi Technical 
      University of Iasi, 700050 Iasi, Romania.
LA  - eng
GR  - FCSU-2022/Gheorghe Asachi Technical University of Iasi-TUIASI-Romania, Scientific 
      Research Funds/
PT  - Journal Article
DEP - 20221115
PL  - Switzerland
TA  - Materials (Basel)
JT  - Materials (Basel, Switzerland)
JID - 101555929
PMC - PMC9692602
OTO - NOTNLM
OT  - compressive
OT  - crushed
OT  - eco-friendly concrete
OT  - equation
OT  - flexural
OT  - fresh
OT  - hardened
OT  - powder
OT  - slump
OT  - splitting
OT  - waste glass
COIS- The authors declare no conflict of interest.
EDAT- 2022/11/27 06:00
MHDA- 2022/11/27 06:01
PMCR- 2022/11/15
CRDT- 2022/11/26 01:24
PHST- 2022/10/13 00:00 [received]
PHST- 2022/11/06 00:00 [revised]
PHST- 2022/11/09 00:00 [accepted]
PHST- 2022/11/26 01:24 [entrez]
PHST- 2022/11/27 06:00 [pubmed]
PHST- 2022/11/27 06:01 [medline]
PHST- 2022/11/15 00:00 [pmc-release]
AID - ma15228093 [pii]
AID - materials-15-08093 [pii]
AID - 10.3390/ma15228093 [doi]
PST - epublish
SO  - Materials (Basel). 2022 Nov 15;15(22):8093. doi: 10.3390/ma15228093.