Xiu Liu
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Xiu Liu has a total of 9 co-authors. Here are the top co-authors by number of shared publications:
- Guodong Li
School of Civil Engineering, Northeast Forestry University, Harbin, People’s Republic of China
1 shared publication Hao Li
Affiliation School of Civil Engineering and Transportation, Northeast Forestry University, Harbin, Heilongjiang Province, China
1 shared publicationJianbo Xu
Affiliation School of Civil Engineering and Transportation, Northeast Forestry University, Harbin, Heilongjiang Province, China
1 shared publication- Liang Yang
School of Civil Engineering and Transportation, Northeast Forestry University, Harbin, China; Heilongjiang Provincial Key Laboratory of Road Structure and Green Ecological Technology, Harbin, China
1 shared publication Wenyuan Xu
Affiliation School of Civil Engineering and Transportation, Northeast Forestry University, Harbin, Heilongjiang Province, China
1 shared publication- Wenyuan Xu
School of Civil Engineering and Transportation, Northeast Forestry University, Harbin, China
1 shared publication
Latest Publications
- 8 December 2025
- Published by Elsevier in Environmental Research
- Vol. 290, 123516
The role of calcium carbide residue in the property evolution of high-volume biomass power plant ash composite cement
- 8 December 2025
- Published by Elsevier in Environmental Research
- Vol. 290, 123516
The role of calcium carbide residue in the property evolution of high-volume biomass power plant ash composite cement
- Open Access
- 11 November 2025
- Published by Public Library of Science (PLoS) in PLOS ONE
- Vol. 20 (11) , e0331951
Research on mechanical properties and prediction methods of hybrid fiber concrete for airport pavements
The cement concrete pavement at airports is prone to fatigue cracking due to dynamic loads from airplanes and environmental coupling effects. This research developed a strength prediction model and introduced a novel hybrid fiber effect coefficient (RH) by conducting both single and mixed experiments with polypropylene (PP), polyvinyl alcohol (PVA), basalt (BF), and polyacrylonitrile (PAN) fibers, alongside mechanical testing and significance analysis. All three hybrid fibers exhibited favorable hybrid effects, with optimal dosages as follows: compressive strength for PPFRC (0.38, 0.11), BFRC (0.6, 0.4), PNCC (0.5, 0.1); and flexural strength for PPFRC (0.5, 0.1), BFRC (0.6, 0.03), PNCC (0.4, 0.1), respectively. This accomplishment can be utilized in future airport engineering, offering distinct alternatives for runways (ideally BFRC) and aprons (preferably PPFRC/PNCC), substantially prolonging road surface lifespan to 20 years and diminishing comprehensive maintenance expenses.
- 11 November 2025
- Published by Public Library of Science (PLoS) in PLOS ONE
- Vol. 20 (11) , e0331951
Open AccessResearch on mechanical properties and prediction methods of hybrid fiber concrete for airport pavements
The cement concrete pavement at airports is prone to fatigue cracking due to dynamic loads from airplanes and environmental coupling effects. This research developed a strength prediction model and introduced a novel hybrid fiber effect coefficient (RH) by conducting both single and mixed experiments with polypropylene (PP), polyvinyl alcohol (PVA), basalt (BF), and polyacrylonitrile (PAN) fibers, alongside mechanical testing and significance analysis. All three hybrid fibers exhibited favorable hybrid effects, with optimal dosages as follows: compressive strength for PPFRC (0.38, 0.11), BFRC (0.6, 0.4), PNCC (0.5, 0.1); and flexural strength for PPFRC (0.5, 0.1), BFRC (0.6, 0.03), PNCC (0.4, 0.1), respectively. This accomplishment can be utilized in future airport engineering, offering distinct alternatives for runways (ideally BFRC) and aprons (preferably PPFRC/PNCC), substantially prolonging road surface lifespan to 20 years and diminishing comprehensive maintenance expenses.