Qian Sheng 
- : Experimental study on the effect of flexible joints of a deep-buried tunnel across an active fault under high in-situ stress conditions. In: Underground Space.
- (2021): Experimental and numerical investigation for the rupture problem of a tunnel subjected to strike-slip fault. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 4 (1 Oktober 2021).
- (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).
- (2023): Application of metaheuristic optimization algorithms-based three strategies in predicting the energy absorption property of a novel aseismic concrete material. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023).
- (2023): Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors. In: Tunnelling and Underground Space Technology, v. 138 (August 2023).
- (2023): Experimental investigation on the mechanical and damping properties of rubber-sand-concrete prepared with recycled waste tires for aseismic isolation layer. In: Soil Dynamics and Earthquake Engineering, v. 165 (Februar 2023).
- (2021): Effect of Near-Fault Pulsed Ground Motions on Seismic Response and Seismic Performance to Tunnel Structures. In: Shock and Vibration, v. 2021 (Januar 2021).
- (2023): Seismic responses of an underground tunnel considering rock–tunnel interaction. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 176, n. 5 (Oktober 2023).
- (2020): Experimental and numerical study on the mechanical properties of the rock-concrete contact surface for consideration of ground–liner interaction in rock tunnelling. In: European Journal of Environmental and Civil Engineering, v. 27, n. 1 (November 2020).
- (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).
- (2021): A quantitative analysis of the effect of end plate of fully-grouted bolts on the global stability of tunnel. In: Tunnelling and Underground Space Technology, v. 114 (August 2021).
- (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).
- (2020): Investigating the Scale Effect of Rock Mass in the Yangfanggou Hydropower Plant with the Discrete Fracture Network Engineering Approach. In: International Journal of Geomechanics, v. 20, n. 4 (April 2020).
- (2021): Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall. In: International Journal of Geomechanics, v. 21, n. 7 (Juli 2021).
- (2021): Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition. 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).
- (2020): Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner. In: European Journal of Environmental and Civil Engineering, v. 26, n. 4 (März 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).
- (2019): New numerical procedures for fully-grouted bolt in the rock mass with slip and non-slip cases at the rock-bolt interface. In: Construction and Building Materials, v. 204 (April 2019).
- (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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