迄今在国内外学术刊物发表科研论文200余篇，其中SCI论文45篇，总引1159次，H指数15。
近年部分代表性学术论文：
Liu X, Zhang Y, Bao Y. Full-scale experimental investigation on stagger effect of segmental tunnel linings. Tunnelling and Underground Space Technology, 2020
Liu X, Sun Q, Yuan Y, Taerwe L.Comparison of the structural behavior of reinforced concrete tunnel segments with steel fiber and synthetic fiber addition. Tunnelling and Underground Space Technology, 2020
Zhang J, Liu X, Ren T, Yuan Y, Mang H. Structural behavior of reinforced concrete segments of tunnel linings strengthened by a steel-concrete composite. Composites Part B: Engineering, 2019, 178
Liu X, Liu Z, Ye Y, Bai Y, Zhu Y. Mechanical behavior of Quasi-rectangular segmental tunnel linings: further insights from full-scale ring tests. Tunnelling and Underground Space Technology, 2018,79:304-318
Liu X, Jiang Z, Yuan Y, Mang H. Numerical investigation of the mechanical behavior of deformed segmental tunnel linings, strengthened by epoxy-bonded filament wound profiles. Tunnelling and Underground Space Technology,2018,78:231-244
Liu X, Zhang J, Zhang L. Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded steel plates. Structure and Infrastructure Engineering, 2017:1-16
Liu X, Ye Y, Liu Z, et al. Mechanical behavior of quasi-rectangular segmental tunnel linings: First results from full-scale ring tests. Tunnelling and Underground Space Technology, 2018, 71:440-453
Liu X, Dong Z, Song W, et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints. Tunnelling and Underground Space Technology, 2018, 71:271-291
Liu X, Zhang C, Zhang C, et al. Ultimate load-carrying capacity of the longitudinal joints in segmental tunnel linings: Illustrated with the Shanghai metro rapid transit system. Structural Concrete, 2017, 18(3)
Liu X, Jiang Z, Zhang L. Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded filament wound profiles. Structure and Infrastructure Engineering, 2017:1-16
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