Xiaodong Fu 
- (2021): Dynamic failure evolution of surrounding rock in a long tunnel with different unfavorable geological structure zones under non-uniform seismic input. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 4 (1 Oktober 2021).
- (2024): Stability Evaluation Model of Large Rectangular Foundations on Soil under Combined Loading. In: International Journal of Geomechanics, v. 24, n. 6 (Juni 2024).
- (2024): Deformation Behaviors of Saturated Clay under Intermittent Cyclic Loading with Cyclic Confining Pressure. In: International Journal of Geomechanics, v. 24, n. 7 (Juli 2024).
- (2024): Influences of Cyclic Confining Pressure on Deformation Behaviors of Soft Clay under Intermittent Cyclic Loading. In: International Journal of Geomechanics, v. 24, n. 4 (April 2024).
- (2023): The Influence of Different Shear Directions on the Shear Resistance Characteristics of Rock Joints. In: Buildings, v. 13, n. 10 (10 Oktober 2023).
- (2023): Longitudinal Mechanical Properties of Shield Tunnels Crossing Soft and Hard Mutation Strata. In: International Journal of Geomechanics, v. 23, n. 12 (Dezember 2023).
- (2023): Impacts of Drained Conditions and Degree of Reconsolidation on Postcyclic Mechanical Behaviors of Laterite Clay. In: International Journal of Geomechanics, v. 23, n. 3 (März 2023).
- (2023): Postcyclic Stiffness Behaviors of Laterite Clay under Various Conditions. In: International Journal of Geomechanics, v. 23, n. 4 (April 2023).
- (2022): Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure. In: International Journal of Geomechanics, v. 22, n. 11 (November 2022).
- (2022): Impacts of Excess Pore-Water Pressure on Dynamic Properties of Saturated Clay. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022).
- (2021): Mesoscopic study of concrete with random aggregate model using phase field method. In: Construction and Building Materials, v. 310 (Dezember 2021).
- (2022): New Model for Predicting the Bearing Capacity of Large Strip Foundations on Soil under Combined Loading. In: International Journal of Geomechanics, v. 22, n. 5 (Mai 2022).
- (2022): A Dynamic Constitutive Model for Rock Materials Subjected to Medium- and Low-Strain-Rate Dynamic Cyclic Loading. In: Journal of Engineering Mechanics (ASCE), v. 148, n. 1 (Januar 2022).
- (2017): Extension of the Discontinuous Deformation Analysis Method to Simulate Seismic Response of a Large Rock Cavern Complex. In: International Journal of Geomechanics, v. 17, n. 5 (Mai 2017).
- (2017): Time-Frequency Analysis of Seismic Wave Propagation across a Rock Mass Using the Discontinuous Deformation Analysis Method. In: International Journal of Geomechanics, v. 17, n. 8 (August 2017).
- (2019): Spatial Topology Identification of Three-Dimensional Complex Block System of Rock Masses. In: International Journal of Geomechanics, v. 19, n. 12 (Dezember 2019).
- (2021): Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall. In: International Journal of Geomechanics, v. 21, n. 7 (Juli 2021).
- (2021): Effect of Rainfall Pattern and Crack on the Stability of a Red Bed Slope: A Case Study in Yunnan Province. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- (2020): Numerical analysis of the mechanical properties of rock materials under tiered and multi-level cyclic load regimes. In: Soil Dynamics and Earthquake Engineering, v. 135 (August 2020).
- (2019): Numerical investigation of the deformation properties of rock materials subjected to cyclic compression by the finite element method. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 2019).
- (2016): A four-node quadrilateral element fitted to numerical manifold method with continuous nodal stress for crack analysis. In: Computers & Structures, v. 177 (Dezember 2016).
- (2014): Modification of the discontinuous deformation analysis method and its application to seismic response analysis of large underground caverns. In: Tunnelling and Underground Space Technology, v. 40 (Februar 2014).
- (2015): Investigations of the sequential excavation and reinforcement of an underground cavern complex using the discontinuous deformation analysis method. In: Tunnelling and Underground Space Technology, v. 50 (August 2015).
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