Junhua Xiao
Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates
E-Mail:
Administrative Position: 同济大学交通学院副院长
Degree: Doctor of Engineering
Professional Title: Professor
Alma Mater: 北京交通大学
Discipline:
Highway and Railway Engineering
Communication and Transportation
Traffic and Transportation
Achievements of The Thesis
- [1]基于空耦表面波-空耦冲击回波法的高铁无砟轨道板脱空检测试验研究土木工程学报,2024,57(11):70-80+128.
- [2]Correction effect of jet-grouting on high-speed railway subgrade lateral deformationProceedings of the Institution of Civil Engineers - Geotechnical Engineering,2024,
- [3]Multi-dimensional characteristics investigation of track geometry on kilometer-level span high-speed railway suspension bridgeSTE 800, 230 PARK AVE, NEW YORK, NY 10169 USA:STRUCTURES,2024,70
- [4]Dynamic stress attenuation characteristics of geocell-reinforced railway subgradeGeosynthetics International,2023,1-13.
- [5]Structural and Operational Safety Evaluation of a Long-Span Continuous Beam Bridge with an Excessive Deflection in Urban Rail Transit1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA:JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES,2023,37(2):
- [6]Coupled DEM-FEM methods for analyzing contact stress between railway ballast and subgrade considering real particle shape characteristic125 London Wall, London, ENGLAND:Computers and Geotechnics,2023,155
- [7]Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted trackRADARWEG 29, 1043 NX AMSTERDAM, NETHERLANDS:TRANSPORTATION GEOTECHNICS,2020,24
- [8]Effects of Pier Deformation on Train Operations within High-Speed Railway Ballastless Track-Bridge Systems2455 TELLER RD, THOUSAND OAKS, CA 91320 USA:TRANSPORTATION RESEARCH RECORD,2018,2672(10):96-105.
- [9]Feature analysis of precipitation-induced subgrade defects on a high-speed rail ballasted track using multiple track inspection data: A case studyProceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit,2024,
- [10]Long-term settlement of metro viaduct piers: A case study in Shanghai soft soilRADARWEG 29, 1043 NX AMSTERDAM, NETHERLANDS:Transportation Geotechnics,2023,42
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