Research on Mix Design and Impermeability Test of Fully Recycled Concrete Based on Building Materials
- DOI
- 10.2991/978-94-6463-404-4_12How to use a DOI?
- Keywords
- construction waste; recycled concrete; mix ratio design; impermeability
- Abstract
Reclaimed concrete may successfully accomplish concrete recycling, cut down on resource waste, and advance environmental and green development. This work studies the impermeability performance of totally recycled coarse aggregate concrete by designing the mix ratio using the coarse aggregate found in construction waste as the research point. The findings indicate that the seepage performance of recycled concrete will be influenced by the fly ash concentration, water ash ratio, and water reduction agent. The impermeability performance of reclaimed concrete decreases when the water cement ratio rises, but only to a limited extent. The best impermeability results from reclaimed concrete when the water reduction agent content is 0.5%; the best impermeability results from fly ash when it is 10%; and the greatest impermeability results from reclaimed concrete when it is not added.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Yun Xiao AU - Meng Zhang AU - Qi Liu AU - Wenjing Guan AU - Jinyan Li AU - Mingming Dai PY - 2024 DA - 2024/04/29 TI - Research on Mix Design and Impermeability Test of Fully Recycled Concrete Based on Building Materials BT - Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024) PB - Atlantis Press SP - 105 EP - 113 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-404-4_12 DO - 10.2991/978-94-6463-404-4_12 ID - Xiao2024 ER -