Li Shi 
- (2025): A method to truncate elastic half-plane for soil–structure interaction analysis under moving loads and its implementation to ABAQUS. In: Soil Dynamics and Earthquake Engineering, v. 188 (Januar 2025).
- : A comparison of two numerical models for modeling a twin tunnel in a saturated half-space. In: European Journal of Environmental and Civil Engineering.
- (2023): Experimental Study on Vertical Bearing and Deformation Characteristics of Qiantang River Ancient Seawall. In: Buildings, v. 13, n. 11 (26 Oktober 2023).
- (2023): Coupled dynamic and piezoelectric response of RPEHs embedded in road under traffic load via multiscale finite element models. In: Smart Materials and Structures, v. 32, n. 10 (30 August 2023).
- (2022): Theoretical investigation on characteristics of field reactions of saturated ground subjected to vibrations of inclined pile groups. In: European Journal of Environmental and Civil Engineering, v. 27, n. 13 (Dezember 2022).
- (2023): Evaluation on Dynamic Stability of a Road-cut Slope Subjected to Repetitive Blasting Loads from a Neighboring Tunnel Excavation. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 47, n. 1 (7 Januar 2023).
- (2021): The influence of a neighboring tunnel on the critical velocity of a three-dimensional tunnel-soil system. In: International Journal of Solids and Structures, v. 212 (März 2021).
- (2022): Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile–Bucket Foundation. In: Advances in Civil Engineering, v. 2022 (Januar 2022).
- (2022): On load-bearing and soil-reacting characteristics of hybrid pile-bucket foundations subjected to static horizontal loading. In: Marine Structures, v. 84 (Juli 2022).
- (2022): Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train. In: Soil Dynamics and Earthquake Engineering, v. 156 (Mai 2022).
- (2021): An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- (2021): Field Test and Numerical Studies on Influences of PVD Spacing on Vacuum Treatment Effects of Dredged Slurry. In: Advances in Civil Engineering, v. 2021 (Januar 2021).
- (2021): Hybrid analytical-numerical modelling of ground vibrations from moving loads in a tunnel embedded in the saturated soil. In: European Journal of Environmental and Civil Engineering, v. 26, n. 12 (Juni 2021).
- (2022): Detecting Potholes in Asphalt Pavement under Small-sample Conditions Based on Improved Faster Region-based Convolution Neural Networks. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 49, n. 2 (Februar 2022).
- (2021): Consolidation Considering Clogging Effect under Uneven Strain Assumption. In: International Journal of Geomechanics, v. 21, n. 1 (Januar 2021).
- (2020): Porous Carbon Spheres Derived from Waste Ion-Exchange Resins and Research on Adsorption of Methylene Blue. In: Journal of Environmental Engineering (ASCE), v. 146, n. 7 (Juli 2020).
- (2021): Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation. In: KSCE Journal of Civil Engineering, v. 25, n. 5 (12 März 2021).
- (2020): Consolidation of stone-columns-reinforced soft soils under haversine cyclic loadings. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 173, n. 2 (Mai 2020).
- (2019): The wave function method for calculation of vibrations from a twin tunnel in a multi-layered half-space. In: Soil Dynamics and Earthquake Engineering, v. 125 (Oktober 2019).
- (2016): Multi-transmitting formula for finite element modeling of wave propagation in a saturated poroelastic medium. In: Soil Dynamics and Earthquake Engineering, v. 80 (Januar 2016).
- (2018): The equivalent stiffness of a saturated poroelastic halfspace interacting with an infinite beam under a moving point load. In: Soil Dynamics and Earthquake Engineering, v. 107 (April 2018).
- (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).
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