Effects of Aggregate-to-Binder Ratio on Mechanical Performance of Engineered Geopolymer Composites with Recycled Rubber Aggregates

Effects of Aggregate-to-Binder Ratio on Mechanical Performance of Engineered Geopolymer Composites with Recycled Rubber Aggregates

This study investigates the development of a fully rubberized fine-aggregate engineered geopolymer composite (R-EGC) by replacing quartz sand with waste rubber particles (RPs). The influence of the rubber aggregate-to-binder mass ratio (A/B) on the performance of the R-EGC was systematically examine...

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Bibliographic Details
Main Authors: Yiwei Li, Shuzhuo Zhi, Ran Chai, Zhiying Zhou, Jiarui He, Zizhao Yao, Zhan Yang, Genquan Zhong, Yongchang Guo
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Buildings
Subjects:
rubber particles (RPs)
aggregate-to-binder ratios
engineered geopolymer composites (EGCs)
interfacial transition zone (ITZ)
axial compressive behavior
axial tensile behavior
Online Access:https://www.mdpi.com/2075-5309/15/14/2496
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