迄今在国内外学术刊物发表科研论文200余篇，其中SCI论文50余篇，总引1159次，H指数15。

近年部分代表性学术论文：

[1] Liu X, Zhang Y, Bao Y. Full-scale experimental investigation on stagger effect of segmental tunnel linings. Tunnelling and Underground Space Technology, 2020

[2] 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

[3] 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

[4] 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

[5] 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

[6] 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

[7] 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

[8] 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

[9] 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)

[10] 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