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Title Triaxial mechanical behaviours and life cycle assessment of sustainable multi-recycled aggregate concrete
ID_Doc 12666
Authors Lei, B; Yu, LJ; Guo, YP; Xue, HJ; Wang, XN; Zhang, Y; Dong, WK; Dehn, F; Li, WG
Title Triaxial mechanical behaviours and life cycle assessment of sustainable multi-recycled aggregate concrete
Year 2024
Published
DOI 10.1016/j.scitotenv.2024.171381
Abstract Multi-recycling of concrete waste presents a promising avenue for carbon-negative development and a circular economy. This study comprehensively assesses the triaxial mechanical performance and environmental impact of multi-recycled concrete (Multi-RAC) through three recycling cycles. The results reveal a triaxial failure mode similar to natural aggregate concrete (NAC). The peak stress and peak strain monotonically increase with confinement stress, showing a significant impact (enlarged by 171.4 % to 280.6 % and 397.4 % to 412.0 %, respectively) from 0 to 20 MPa. All P -values for recycling cycles and confining pressure are less than 0.05, with the confining pressure having a more significant effect. Three best -fit multivariate mixed models predict mechanical properties, and a modified elastoplastic model introduces the recycling cycles factor. Numerical simulations confirm the model's accuracy in predicting the triaxial mechanical properties of Multi -RAC. Comparative analysis reveals that the elastoplastic model -derived non -integral high order failure criterion outperforms the Willam-Warnke failure criterion and other conventional criteria. Regarding environmental impact, all indicators (GWP, POCP, AP, EP, and CED) decrease favourably with the increasing number of recycling cycles, with CED and EP playing the most significant roles. Compared to NAC, the five environmentally favorable indicators for RACIII decrease by 3.24 % to 50.6 %, respectively. These findings provide valuable insights for future research on developing eco-friendlier Multi -RAC for sustainable and green infrastructure.
Author Keywords Multi-recycled aggregate concrete; Triaxial behaviour; Elastoplastic model; Failure criteria; Life cycle assessment
Index Keywords Index Keywords
Document Type Other
Open Access Open Access
Source Science Citation Index Expanded (SCI-EXPANDED)
EID WOS:001207867600001
WoS Category Environmental Sciences
Research Area Environmental Sciences & Ecology
PDF https://doi.org/10.1016/j.scitotenv.2024.171381
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