International Journal of Pavement Engineering, Journal Year: 2024, Volume and Issue: 25(1)
Published: Dec. 31, 2024
Language: Английский
International Journal of Pavement Engineering, Journal Year: 2024, Volume and Issue: 25(1)
Published: Dec. 31, 2024
Language: Английский
Applied Thermal Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 125432 - 125432
Published: Jan. 1, 2025
Language: Английский
Citations
1Applied Thermal Engineering, Journal Year: 2024, Volume and Issue: 251, P. 123636 - 123636
Published: June 7, 2024
Language: Английский
Citations
6International Journal of Pavement Engineering, Journal Year: 2025, Volume and Issue: 26(1)
Published: Jan. 29, 2025
Language: Английский
Citations
0Applied Thermal Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 126066 - 126066
Published: Feb. 1, 2025
Language: Английский
Citations
0Engineering Applications of Artificial Intelligence, Journal Year: 2025, Volume and Issue: 152, P. 110758 - 110758
Published: April 11, 2025
Language: Английский
Citations
0International Journal of Highway Engineering, Journal Year: 2025, Volume and Issue: 27(1), P. 25 - 34
Published: Feb. 28, 2025
Language: Английский
Citations
0Materials, Journal Year: 2025, Volume and Issue: 18(10), P. 2337 - 2337
Published: May 17, 2025
Salts can have detrimental effects on asphalt pavements, leading to permanent damage that compromises their durability and sustainability. This study investigates the mechanisms of pavements under coupled salt–thermal–mechanical using multi-scale modeling. Pull-off semicircular bending (SCB) tests were conducted determine material parameters validate numerical models. Experimental data demonstrated after 48 h salt treatment at −10 °C, specimens exhibited reductions in cohesive strength ranging from 23.5% 26% adhesive decreasing by 25% 44% compared untreated controls. More severe degradation was observed 0 with diminishing up 63.8% declining 71.6%. A finite element (FE) pavement model incorporating zone modeling (CZM) developed simulate behavior within concrete. Salt diffusion analysis revealed limited penetration depth short exposure periods, results showed reached only about 10 mm into layers h. Results indicated significant strengths due exposure, susceptibility increasing combined thermal fluctuations mechanical loading. Additionally, moving load magnitude speed examined, showing higher accumulation lower speeds heavier loads. research provides insights deterioration mechanisms, contributing improved maintenance strategies for environments.
Language: Английский
Citations
0Journal of Geotechnical and Geoenvironmental Engineering, Journal Year: 2025, Volume and Issue: 151(8)
Published: June 3, 2025
Language: Английский
Citations
0Natural Resources Research, Journal Year: 2024, Volume and Issue: 33(6), P. 2771 - 2787
Published: July 18, 2024
Language: Английский
Citations
2International Journal of Pavement Engineering, Journal Year: 2024, Volume and Issue: 25(1)
Published: Dec. 31, 2024
Language: Английский
Citations
0