Exploring the Viability of Utilizing Slag Waste in Concrete through LCA: A Case Study in Giessen, Germany

dc.contributor.authorHamdallah, Mohammed
dc.contributor.authorCunha, Jaime
dc.contributor.authorQazi, Sonaila
dc.contributor.authorGórecki, Jarosław
dc.contributor.departmentFaculty of Civil and Environmental Engineering
dc.date.accessioned2026-09-12T18:40:01Z
dc.date.available2026-09-12T18:40:01Z
dc.date.issued2026-09-03
dc.description.abstractAccording to statistics from the VDI Centre for Resource Efficiency, approximately 30.1 million tons of cement were utilized for construction purposes in Germany in 2020, resulting in an estimated emission of 28 million tons of CO2. Given that concrete is a key material in almost 30% of residential construction, it is imperative to seek methods to reduce cement and clinker usage. One promising avenue involves integrating waste materials into concrete, offering the dual advantage of lowering cement consumption while effectively managing industrial waste. However, the practicality of this approach heavily relies on the availability and quantity of waste materials. To delve deeper into this concept, a study was conducted in Giessen, Germany, with a focus on managing waste from local steel mills, which produce approximately 0.6 tons of waste per ton of steel. This waste encompasses various materials such as steelmaking slag, electric arc furnace dust, mill slag, and zinc sludge. The study examined four concrete scenarios, each involving different levels of cement substitution with Ground Granulated BlastFurnace Slag (GGBFS). These scenarios included Ultra-High-Performance Concrete (UHPC) with 40% substitution, Conventional Concrete (CC) with 40% and 20% substitution, and CC without waste valorization serving as the control mixture. Evaluations spanning 100 and 200-year lifespans indicated that CC with 40% GGBFS had the least environmental impact over a century. However, over a 200-year period, the durability of UHPC positioned it as the most environmentally friendly option in terms of embodied energy, considering the respective design lifespans of both mixtures. Further analysis, factoring in the reduction in reinforcement within the UHPC mixture, however, it still has the highest environmental for the 100-year design life span (without considering the durability factor).en
dc.description.versionPeer revieweden
dc.format.extent1112363
dc.format.extent
dc.identifier.citationHamdallah, M, Cunha, J, Qazi, S & Górecki, J 2026, Exploring the Viability of Utilizing Slag Waste in Concrete through LCA: A Case Study in Giessen, Germany. in Structural Concrete 2050 Towards Carbon Neutrality, AI Design, and Robotic Construction : Proceedings of the 7th fib Congress held in Lisbon, Portugal 15-19 June 2026. fib. The International Federation for Structural Concrete.en
dc.identifier.isbn978-2-940643-31-8
dc.identifier.other256650863
dc.identifier.other9c625c02-48c2-4213-bf3b-84717c1453ea
dc.identifier.urihttps://hdl.handle.net/20.500.11815/8253
dc.language.isoen
dc.publisherfib. The International Federation for Structural Concrete
dc.relation.ispartofseriesStructural Concrete 2050 Towards Carbon Neutrality, AI Design, and Robotic Construction; ()en
dc.rightsinfo:eu-repo/semantics/restrictedAccessen
dc.subjectLCAen
dc.subjectConcreteen
dc.subjectWaste valorizationen
dc.subjectSlag millen
dc.subjectGBBFSen
dc.subjectUHPC versus CCen
dc.titleExploring the Viability of Utilizing Slag Waste in Concrete through LCA: A Case Study in Giessen, Germanyen
dc.type/dk/atira/pure/researchoutput/researchoutputtypes/contributiontobookanthology/conferenceen

Skrár

Original bundle

Niðurstöður 1 - 1 af 1
Nafn:
Exploring_the_Viability_of_Utilizing_Slag_Waste_in_Concrete_through_LCA_-_A_Case_Study_in_Giessen_G.pdf
Stærð:
1.06 MB
Snið:
Adobe Portable Document Format

Undirflokkur