Durability-integrated cradle-to-cradle life cycle and cost assessment of hybrid-treated recycled aggregate concrete in central Europe

The purpose of this study is to evaluate the environmental and economic performance of hybrid-treated recycled aggregate concrete (RAC) in Germany using a cradle-to-cradle life cycle assessment (LCA) and life cycle costing (LCC) framework that explicitly integrates durability performance and end-of-life circularity. The study aims to overcome limitations of conventional cradle-to-gate assessments by adopting a durability-based functional unit that ensures functional equivalence over a 50-year service life. A performance-based functional unit of 1 m³ of concrete providing a 50-year service life under XD3 chloride exposure was applied. Six concrete systems were assessed: natural aggregate concrete (NAC), untreated RAC, polymer-impregnated RAC (PVA), cold-bond pelletized RAC, nano-silica treated RAC, and bio-cemented RAC using Sporosarcina pasteurii, with accelerated CO₂ carbonation evaluated as a sensitivity case. Region-specific German inventory data were used, including a 2024 electricity emission factor of 0.321 kg CO₂/kWh. Durability was quantified using water absorption and chloride migration coefficients, and end-of-life impacts were assessed using Module D credits. Hybrid treatments significantly improved durability, reducing water absorption from 5.5% to less than 3% and lowering chloride migration coefficients from 8.0 × 10⁻¹² m²/s to 4–6 × 10⁻¹² m²/s, enabling all treated RAC mixes to meet the 50-year service life without additional concrete cover. Untreated RAC showed limited environmental benefit once durability penalties were included (410 kg CO₂/m³), comparable to NAC (365 kg CO₂/m³ net). In contrast, polymer-treated and cold-bond pelletized RAC achieved net GWP reductions of 29% and 22%, respectively, while carbonated RAC exhibited the lowest impact (205 kg CO₂/m³, 44% below NAC). Life cycle costing results showed polymer-treated and carbonated RAC to be cost-neutral, pelletization to incur a 10–15% premium, and nano-silica and bio-cementation to be economically uncompetitive under current conditions. The study demonstrates that durability-driven, cradle-to-cradle assessment is essential for fair comparison of concrete systems. Among the evaluated options, polymer impregnation and CO₂ carbonation emerge as the most robust and immediately deployable strategies for sustainable concrete construction in Central Europe, delivering substantial environmental benefits without economic penalties.

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Publication Details

Journal
Discover Concrete and Cement
Published
2026-08-27
DOI
https://doi.org/10.1007/s44416-026-00113-0
Primary Topic
Recycled Aggregate Concrete Performance
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article
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article

Durability-integrated cradle-to-cradle life cycle and cost assessment of hybrid-treated recycled aggregate concrete in central Europe

Bhargav P. Majmundar, Bashar Tarawneh, V. Sampathkumar, Sandeep Singh et al.
Discover Concrete and Cement
Recycled Aggregate Concrete Performance
article

Durability-integrated cradle-to-cradle life cycle and cost assessment of hybrid-treated recycled aggregate concrete in central Europe

Bhargav P. Majmundar, Bashar Tarawneh, V. Sampathkumar, Sandeep Singh, Ripendeep Singh, A. K. Dasarathy, Rohit Kumar
article en

Abstract

The purpose of this study is to evaluate the environmental and economic performance of hybrid-treated recycled aggregate concrete (RAC) in Germany using a cradle-to-cradle life cycle assessment (LCA) and life cycle costing (LCC) framework that explicitly integrates durability performance and end-of-life circularity. The study aims to overcome limitations of conventional cradle-to-gate assessments by adopting a durability-based functional unit that ensures functional equivalence over a 50-year service life. A performance-based functional unit of 1 m³ of concrete providing a 50-year service life under XD3 chloride exposure was applied. Six concrete systems were assessed: natural aggregate concrete (NAC), untreated RAC, polymer-impregnated RAC (PVA), cold-bond pelletized RAC, nano-silica treated RAC, and bio-cemented RAC using Sporosarcina pasteurii, with accelerated CO₂ carbonation evaluated as a sensitivity case. Region-specific German inventory data were used, including a 2024 electricity emission factor of 0.321 kg CO₂/kWh. Durability was quantified using water absorption and chloride migration coefficients, and end-of-life impacts were assessed using Module D credits. Hybrid treatments significantly improved durability, reducing water absorption from 5.5% to less than 3% and lowering chloride migration coefficients from 8.0 × 10⁻¹² m²/s to 4–6 × 10⁻¹² m²/s, enabling all treated RAC mixes to meet the 50-year service life without additional concrete cover. Untreated RAC showed limited environmental benefit once durability penalties were included (410 kg CO₂/m³), comparable to NAC (365 kg CO₂/m³ net). In contrast, polymer-treated and cold-bond pelletized RAC achieved net GWP reductions of 29% and 22%, respectively, while carbonated RAC exhibited the lowest impact (205 kg CO₂/m³, 44% below NAC). Life cycle costing results showed polymer-treated and carbonated RAC to be cost-neutral, pelletization to incur a 10–15% premium, and nano-silica and bio-cementation to be economically uncompetitive under current conditions. The study demonstrates that durability-driven, cradle-to-cradle assessment is essential for fair comparison of concrete systems. Among the evaluated options, polymer impregnation and CO₂ carbonation emerge as the most robust and immediately deployable strategies for sustainable concrete construction in Central Europe, delivering substantial environmental benefits without economic penalties.

Discover Concrete and CementVol. 2(1)
Chandigarh University (IN), Al-Ahliyya Amman University (JO), Jain University (IN), General Motors (India) (IN), Sathyabama Institute of Science and Technology (IN), Sohar University (OM), Sharda University (IN), Punjab Engineering College (IN)
Responsible consumption and production
Openalex Percentile: Top 14%
Recycled Aggregate Concrete Performance
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