Sustainable Lightweight Self-Compacting Concrete Incorporating Recycled Waste Glass: Influence of Particle Size and Replacement Levels on Performance

Abstract The incorporation of recycled waste glass into lightweight self-compacting concrete (LWSCC) has developed as a sustainable technique to reducing natural aggregate consumption and environmental impacts. In this study, the effect of combining waste glass in two particle size kinds that is coarse glass (greater than 1.18 mm) and fine glass (less than 1.18 mm) as a partial replacement for fine aggregate at percentage of replacement of 0, 10, 20, 30, and 40% on the fresh properties (slump flow, T500, v-funnel, L-box and fresh density), mechanical properties (equilibrium density, compressive strength, splitting strength, flexural strength, modulus of elasticity and impact resistance strength), and durability properties (sorptivity, water absorption and alkali – silica reaction) of LWSCC were evaluated. Two groups of mixtures, assigned as GC and GF, were prepared with various replacement percentages. Results of fresh properties showed all mixtures confirm requirements of EFNARC indicating that the presence of waste glass did not affect the self-compacting properties. A fresh and equilibrium density showed a gradual reduction with increasing glass content. GC mixtures displayed a continuous reduction in all mechanical properties, but GF mixtures exhibited considerably improvement mechanical performance up to 20%. GF mixture showed a superior performance in durability of LWSCC than GC, which reduced water absorption, sorptivity, and ASR expansion, indicating a denser and more stable microstructure. In terms of fresh properties, the best results were best replacement level at 20% for GC mixtures and 10% for GF mixtures. Among the investigated mixtures, GC10 and GF20 exhibited the most favorable overall balance of the measured fresh, mechanical, and durability properties. These results confirm that LWSCC incorporating waste glass, particularly fine glass at best levels, can be used as structural lightweight concrete.

Authors

Institutions

Publication Details

Journal
Civil and Environmental Engineering
Published
2026-10-16
DOI
https://doi.org/10.2478/cee-2027-0025
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Sustainable Lightweight Self-Compacting Concrete Incorporating Recycled Waste Glass: Influence of Particle Size and Replacement Levels on Performance

Ali H. Nahhab, Lamyaa Ghanim Salim
Civil and Environmental Engineering
Recycled Aggregate Concrete Performance
article

Sustainable Lightweight Self-Compacting Concrete Incorporating Recycled Waste Glass: Influence of Particle Size and Replacement Levels on Performance

Ali H. Nahhab, Lamyaa Ghanim Salim
article en

Abstract

Abstract The incorporation of recycled waste glass into lightweight self-compacting concrete (LWSCC) has developed as a sustainable technique to reducing natural aggregate consumption and environmental impacts. In this study, the effect of combining waste glass in two particle size kinds that is coarse glass (greater than 1.18 mm) and fine glass (less than 1.18 mm) as a partial replacement for fine aggregate at percentage of replacement of 0, 10, 20, 30, and 40% on the fresh properties (slump flow, T500, v-funnel, L-box and fresh density), mechanical properties (equilibrium density, compressive strength, splitting strength, flexural strength, modulus of elasticity and impact resistance strength), and durability properties (sorptivity, water absorption and alkali – silica reaction) of LWSCC were evaluated. Two groups of mixtures, assigned as GC and GF, were prepared with various replacement percentages. Results of fresh properties showed all mixtures confirm requirements of EFNARC indicating that the presence of waste glass did not affect the self-compacting properties. A fresh and equilibrium density showed a gradual reduction with increasing glass content. GC mixtures displayed a continuous reduction in all mechanical properties, but GF mixtures exhibited considerably improvement mechanical performance up to 20%. GF mixture showed a superior performance in durability of LWSCC than GC, which reduced water absorption, sorptivity, and ASR expansion, indicating a denser and more stable microstructure. In terms of fresh properties, the best results were best replacement level at 20% for GC mixtures and 10% for GF mixtures. Among the investigated mixtures, GC10 and GF20 exhibited the most favorable overall balance of the measured fresh, mechanical, and durability properties. These results confirm that LWSCC incorporating waste glass, particularly fine glass at best levels, can be used as structural lightweight concrete.

Civil and Environmental Engineering
University of Babylon (IQ), Al-Furat Al-Awsat Technical University (IQ)
Responsible consumption and production
Openalex Percentile: Top 16%
Recycled Aggregate Concrete Performance
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.