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Paper ID:IJSREM67515

Comparative Assessment of Embodied Energy, Carbon Emissions and Environmental Impacts of Conventional and Sustainable Construction Materials

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM67515

Volume:

10 |

9 |

Sep 2026

Pages:

1-12

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM67515

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

GN

Gopinath Nallagarla

Research Scholar

Almabani General Contractors, KSA

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DGR

Dr.Jerripotu Gopal Rao

Professor

Vignan University, Vadlamudi, Guntur-522213, Andhra Pradesh

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DK

Dr.P.Sundar Kumar

Associate Professor

Vignan University, Vadlamudi, Guntur-522213, Andhra Pradesh

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Abstract

The construction sector's contribution to global greenhouse-gas emissions has motivated a rapidly growing body of life-cycle assessment (LCA) literature comparing conventional and “sustainable” construction materials. However, published studies rarely share a common functional unit, system boundary, database, or geographic scope, so reported environmental benefits for nominally similar material substitutions range from single-digit to order-of-magnitude improvements. This paper develops a harmonized comparative framework, following ISO 14040/14044 principles, that assembles literature- and database-derived embodied-energy and embodied-carbon coefficients for five conventional-versus-sustainable material pairs — ordinary Portland cement versus geopolymer/alkali-activated binder, natural-aggregate versus recycled-aggregate concrete, fired-clay versus fly-ash brick, virgin (basic-oxygen-furnace) versus recycled (electric-arc-furnace) steel, and concrete/steel versus mass-timber structural frames — and propagates the documented literature ranges through a 10,000-iteration Monte Carlo simulation and a one-at-a-time sensitivity analysis. Across the five categories, embodied-carbon reductions of 8–82% are reported in the literature; the Monte Carlo simulation of an equal-weight, high-substitution scenario yields a mean composite reduction of 47.7% (5th–95th percentile: 39.0–56.2%). Recycled/electric-arc-furnace steel shows the largest and least uncertain reduction (mean 69.4%, SD 5.3 percentage points), whereas geopolymer binders and mass-timber structural frames show the widest uncertainty (SD 13–14 percentage points), reflecting sensitivity to activator dosage, curing energy, electricity-grid carbon intensity and end-of-life/biogenic-carbon accounting. A break-even calculation indicates that the production-stage carbon saving of fly-ash brick over fired-clay brick (0.20–0.25 kg CO2 per brick) is fully offset by approximately 470–580 km of additional one-way diesel-truck transport. The findings confirm that sustainable alternatives generally, but not universally, outperform conventional materials, and that methodological choices — not only material chemistry — are a primary source of the variation reported in the literature. Data gaps that would require primary or verified Environmental Product Declaration data rather than literature ranges are explicitly flagged rather than filled with assumed values.

KEYWORDS

life cycle assessment; embodied carbon; embodied energy; sustainable construction materials; ISO 14040/14044; uncertainty analysis; sensitivity analysis; circular construction

Cite This Article

Gopinath Nallagarla, Dr.Jerripotu Gopal Rao, Dr.P.Sundar Kumar, "Comparative Assessment of Embodied Energy, Carbon Emissions and Environmental Impacts of Conventional and Sustainable Construction Materials," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 9, pp. 1-12, Sep 2026. https://doi.org/10.55041/IJSREM67515

Full Article/Conclusion

This paper developed a harmonized, ISO 14040/14044-consistent comparative framework for five conventional-versus-sustainable construction-material pairs, using only traceable literature- and database-derived coefficients, and propagated the documented reduction ranges through Monte Carlo and sensitivity analysis rather than reporting single point estimates. Embodied-carbon reductions of 8–82% were found across the five categories, with a composite high-substitution (S3) scenario mean reduction of 47.7% (5th–95th percentile: 39.0–56.2%). Recycled steel offered the largest and most certain benefit; geopolymer binder and mass-timber structural frames offered substantial but considerably more uncertain benefits, with documented cases in which a conventional material matched or outperformed its “sustainable” counterpart. A break-even transport-distance calculation demonstrated that production-stage carbon advantages can be eroded by long-distance sourcing, providing a simple, generalizable check for practitioners. The central conclusion is that methodological harmonization — consistent functional units, system boundaries, and explicit uncertainty reporting — is at least as important as material selection itself in producing defensible, comparable construction-material LCA results, and that several of the inputs needed to convert this framework into a complete, primary-data Q1-level LCA (Section 7) remain to be collected rather than assumed.

References

Barbhuiya, S., & Das, B. B. (2023). Life cycle assessment of construction materials: Methodologies, applications and future directions for sustainable decision-making. Case Studies in Construction Materials, 19, e02326. https://doi.org/10.1016/j.cscm.2023.e02326 Central Electricity Authority, Government of India, Ministry of Power. (2024). CO2 Baseline Database for the Indian Power Sector, Version 20.0. Circular Ecology. (2019). Inventory of Carbon and Energy (ICE) Database, Version 3.0. University of Bath / Circular Ecology. Cong, P., Du, R., Gao, H., & Chen, Z. (2024). Comparison and assessment of carbon dioxide emissions between alkali-activated materials and OPC cement concrete. Journal of Traffic and Transportation Engineering (English Edition), 11(5), 918–938. https://doi.org/10.1016/j.jtte.2023.07.011 Ding, T., Xiao, J., & Tam, V. W. Y. (2016). A closed-loop life cycle assessment of recycled aggregate concrete utilization in China. Waste Management, 56, 367–375. https://doi.org/10.1016/j.wasman.2016.05.031 Hammond, G. P., & Jones, C. I. (2019). Inventory of Carbon & Energy (ICE) Database (Version 3.0). University of Bath. Hemmati, M., Messadi, T., Gu, H., Seddelmeyer, J., & Hemmati, M. (2024). Comparison of embodied carbon footprint of a mass timber building structure with a steel equivalent. Buildings, 14(5), 1276. Hossain, M. U., Poon, C. S., Lo, I. M. C., & Cheng, J. C. P. (2016). Comparative environmental evaluation of aggregate production from recycled waste materials and virgin sources by LCA. Resources, Conservation and Recycling, 109, 67–77. https://doi.org/10.1016/j.resconrec.2016.02.009 International Organization for Standardization. (2006). ISO 14040:2006 — Environmental management — Life cycle assessment — Principles and framework. ISO, Geneva.

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Publication Date

9/26/2026

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