TY - GEN
T1 - Multicriteria Performance Index Analysis of Geopolymeric and Cementitious Screed Flooring Materials
AU - Hwalla, Joud
AU - El-Hassan, Hilal
AU - Assaad, Joseph
AU - El-Maaddawy, Tamer
N1 - Publisher Copyright:
© The Author(s) 2025.
PY - 2025
Y1 - 2025
N2 - This paper presents a comprehensive multicriteria performance index analysis to find the most suitable screed composite to be used in flooring applications. The mechanical and durability properties and the economic and environmental impact of various screed mixes were considered. The screed composites were prepared by varying the mix design parameters, including the binder (cementitious and geopolymeric), fine aggregates (crushed sand or dune sand), solution-to-binder ratio, and binder-to-aggregate ratio. Compared to cementitious mixes, geopolymer screeds demonstrated higher production costs but remained competitive in terms of cost per unit strength and durability–cost relationship. Geopolymer screeds also exhibited lower global warming potential values, highlighting their environmental advantage over cementitious counterparts. Upon synergic consideration of the examined response criteria, the multicriteria performance index analysis showed that geopolymer screeds produced with crushed sand demonstrated superior performance among the different screed mixes for category A types of screeds. At the same time, cement-based mix produced with crushed limestone performed the best as a category B type of screed. However, the geopolymer screed produced with a binder-to-crushed sand ratio of 1:7 was superior to all category B screed mixes when cost and environmental impact were considered solely.
AB - This paper presents a comprehensive multicriteria performance index analysis to find the most suitable screed composite to be used in flooring applications. The mechanical and durability properties and the economic and environmental impact of various screed mixes were considered. The screed composites were prepared by varying the mix design parameters, including the binder (cementitious and geopolymeric), fine aggregates (crushed sand or dune sand), solution-to-binder ratio, and binder-to-aggregate ratio. Compared to cementitious mixes, geopolymer screeds demonstrated higher production costs but remained competitive in terms of cost per unit strength and durability–cost relationship. Geopolymer screeds also exhibited lower global warming potential values, highlighting their environmental advantage over cementitious counterparts. Upon synergic consideration of the examined response criteria, the multicriteria performance index analysis showed that geopolymer screeds produced with crushed sand demonstrated superior performance among the different screed mixes for category A types of screeds. At the same time, cement-based mix produced with crushed limestone performed the best as a category B type of screed. However, the geopolymer screed produced with a binder-to-crushed sand ratio of 1:7 was superior to all category B screed mixes when cost and environmental impact were considered solely.
KW - Economic impact
KW - Environmental impact
KW - Mechanical performance
KW - Performance index
KW - Screed
UR - http://www.scopus.com/inward/record.url?scp=85218453145&partnerID=8YFLogxK
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U2 - 10.1007/978-3-031-69626-8_65
DO - 10.1007/978-3-031-69626-8_65
M3 - Conference contribution
AN - SCOPUS:85218453145
SN - 9783031696251
T3 - Lecture Notes in Civil Engineering
SP - 779
EP - 790
BT - The 1st International Conference on Net-Zero Built Environment - Innovations in Materials, Structures, and Management Practices
A2 - Kioumarsi, Mahdi
A2 - Shafei, Behrouz
PB - Springer Science and Business Media Deutschland GmbH
T2 - 1st International Conference on Net-Zero Built Environment: Innovations in Materials, Structures, and Management Practices, NTZR 2024
Y2 - 19 June 2024 through 21 June 2024
ER -