Changjie Xu 
- (2024): Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads. In: International Journal of Geomechanics, v. 24, n. 4 (April 2024).
- (2023): Simplified Theoretical Prediction for Lateral Deformation of a Diaphragm Wall Using the General Third-Order Plate Theory. In: International Journal of Geomechanics, v. 23, n. 11 (November 2023).
- (2023): Seismic performance and fragility of two-story and three-span underground structures using a random forest model and a new damage description method. In: Tunnelling and Underground Space Technology, v. 135 (May 2023).
- (2022): Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique. In: International Journal of Geomechanics, v. 22, n. 12 (December 2022).
- (2017): Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017).
- (2020): A simple closed-form solution for kinematic responses of retaining wall incorporating the effects of shear stiffness of soils. In: Soil Dynamics and Earthquake Engineering, v. 134 (July 2020).
- (2019): Seismic Performance Levels of a Large Underground Subway Station in Different Soil Foundations. In: Journal of Earthquake Engineering, v. 25, n. 14 (October 2019).
- (2019): Seismic response and damage of underground subway station in a slightly sloping liquefiable site. In: Bulletin of Earthquake Engineering, v. 17, n. 11 (July 2019).
- (2019): Response of open-end pipe piles to vertical dynamic load considering the effects of soil plug and soil disturbance during driving. In: Soil Dynamics and Earthquake Engineering, v. 125 (October 2019).
- (2010): Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 10 (October 2010).
- (2006): Torsional response of pile embedded in a poroelastic medium. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 12 (December 2006).
- (2012): Validity of fully drained, fully undrained and u–p formulations for modeling a poroelastic half-space under a moving harmonic point load. In: Soil Dynamics and Earthquake Engineering, v. 42 (November 2012).
- (2008): Three-dimensional analyses of dynamic responses of track–ground system subjected to a moving train load. In: Computers & Structures, v. 86, n. 7-8 (April 2008).
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