High-strength high-ductility Engineered/Strain-Hardening Geopolymer Composites (EGC/SHGC) incorporating dredged river sand

The development of sustainable engineered geopolymer composites (EGC) with balanced mechanical performance and eco-efficiency remains a critical challenge. This study proposes a novel approach utilizing dredged river sand (DS), a waste byproduct from the dredging of waterways, as fine aggregates to fabricate EGC. Three EGC formulations with DS, river sand (RS), and silica sand (SS) were systematically investigated. The EGC with DS achieved a remarkable compressive strength of 169.1 MPa and tensile strain of 12.4 %, outperforming both EGC with RS (148.7 MPa, 11.1 %) and EGC with SS (163.8 MPa, 12.0 %). X-CT and microhardness tests revealed that the ultra-fine DS reduced the mean residual crack width of EGC to 84.1 μm (vs. 88.0 μm for EGC with RS and 91.8 μm for EGC with SS), thereby contributing to superior crack control and durability. Environmental and cost assessments demonstrated the sustainability advantages of the EGC with DS, exhibiting the lowest embodied carbon (2.6 kg CO₂/m³/MPa), embodied energy (12.1 MJ/m³/MPa), and cost per strength (6.5 CNY/m³/MPa), outperforming conventional aggregates. Comparative analysis with existing ultra-high-strength engineered cementitious composites (UHS-ECC)/EGC highlighted that EGC with dredged river sand successfully pushed the performance envelope of UHS-EGC. This study demonstrates the viability of dredged river sand as a sustainable, low-carbon alternative for advancing UHS-EGC, offering a sustainable pathway for repurposing dredging waste. • The EGC with dredged river sand achieved a compressive strength of 169.1 MPa and a tensile strain of 12.4 %. • The EGC with dredged river sand achieved a narrower mean residual crack width of 84 μm. • The EGC with dredged river sand presented the lowest environmental impacts and cost per strength among all the existing UHS-EGC. • The EGC with dredged river sand successfully pushed the performance envelope of UHS-EGC.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-05-16
DOI
https://doi.org/10.1016/j.cscm.2025.e04796
Citations
13
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
12.39
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article

High-strength high-ductility Engineered/Strain-Hardening Geopolymer Composites (EGC/SHGC) incorporating dredged river sand

Lijun Hou, Jian-Cong Lao, Yinong Shen, Hao Xi et al.
13 citations
Case Studies in Construction Materials
Innovative concrete reinforcement materials
12.39
article

High-strength high-ductility Engineered/Strain-Hardening Geopolymer Composites (EGC/SHGC) incorporating dredged river sand

Lijun Hou, Jian-Cong Lao, Yinong Shen, Hao Xi, Han Zhang, Kun Liu, Xiao-Hua Ji, Feng-Yi Zhuo, Zhiliang Zhang, Wenjin Zhang
article en
13 citations

Abstract

The development of sustainable engineered geopolymer composites (EGC) with balanced mechanical performance and eco-efficiency remains a critical challenge. This study proposes a novel approach utilizing dredged river sand (DS), a waste byproduct from the dredging of waterways, as fine aggregates to fabricate EGC. Three EGC formulations with DS, river sand (RS), and silica sand (SS) were systematically investigated. The EGC with DS achieved a remarkable compressive strength of 169.1 MPa and tensile strain of 12.4 %, outperforming both EGC with RS (148.7 MPa, 11.1 %) and EGC with SS (163.8 MPa, 12.0 %). X-CT and microhardness tests revealed that the ultra-fine DS reduced the mean residual crack width of EGC to 84.1 μm (vs. 88.0 μm for EGC with RS and 91.8 μm for EGC with SS), thereby contributing to superior crack control and durability. Environmental and cost assessments demonstrated the sustainability advantages of the EGC with DS, exhibiting the lowest embodied carbon (2.6 kg CO₂/m³/MPa), embodied energy (12.1 MJ/m³/MPa), and cost per strength (6.5 CNY/m³/MPa), outperforming conventional aggregates. Comparative analysis with existing ultra-high-strength engineered cementitious composites (UHS-ECC)/EGC highlighted that EGC with dredged river sand successfully pushed the performance envelope of UHS-EGC. This study demonstrates the viability of dredged river sand as a sustainable, low-carbon alternative for advancing UHS-EGC, offering a sustainable pathway for repurposing dredging waste. • The EGC with dredged river sand achieved a compressive strength of 169.1 MPa and a tensile strain of 12.4 %. • The EGC with dredged river sand achieved a narrower mean residual crack width of 84 μm. • The EGC with dredged river sand presented the lowest environmental impacts and cost per strength among all the existing UHS-EGC. • The EGC with dredged river sand successfully pushed the performance envelope of UHS-EGC.

Case Studies in Construction MaterialsVol. 22
Ningbo University (CN), Applied Science and Technology Research Institute (CN), Hohai University (CN), China Construction Eighth Engineering Division (China) (CN), Zhejiang University (CN), University of Hong Kong (HK)
Openalex Percentile: Top 1%
Innovative concrete reinforcement materials
12.39
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