Enhancing the Performance of Ultra-High Performance Concrete Using Expansive Agent and Pre-Wetted Biochar to Produce a Synergistic Effect
This study explores the impact of an expansive agent (EA) on the performance of internally cured ultra-high-performance concrete (UHPC) using pre-wetted biochar to achieve a synergistic effect in mitigating autogenous shrinkage. Here, the biochar provides internal curing water to mitigate self-desiccation, while the EA generates expansive products to compensate shrinkage, collectively improving hydration. The results revealed that a portion of the internal curing water was consumed by the EA to form expansive products, thereby shortening the prolonged setting time typically observed in UHPC with pre-wetted biochar. The incorporation of pre-wetted biochar markedly increased the internal relative humidity of UHPC, reducing its 7 d autogenous shrinkage by 35.7%. Furthermore, the addition of 1–4% EA further decreased the autogenous shrinkage by 6.8–30.3% compared to the internally cured baseline. Notably, the inclusion of pre-wetted biochar slightly enhanced the 7 d and 28 d compressive strengths of UHPC, with further improvements achieved by adding EA (up to 2%). This demonstrates the effectiveness of this internal curing approach, which maintained or improved the compressive strength of UHPC.
Authors
- Congbin Huang
- Peiyuan Chen (ORCID: https://orcid.org/0000-0002-5538-617X)
- Zhao Zong (ORCID: https://orcid.org/0009-0003-4466-9363)
Institutions
- Anhui University of Science and Technology (CN)
- Anhui and Huaihe River Institute of Hydraulic Research (CN)
Publication Details
- Journal
- Buildings
- Published
- 2025-04-17
- DOI
- https://doi.org/10.3390/buildings15081348
- Citations
- 1
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.95
Funders
- Ministry of Water Resources
- Water Resources Research Institute, North Carolina State University