Weiming Gong 
- (2025): Finite Element Analysis of Horizontal Bearing Capacity for the Composite Diaphragm Wall Anchor Foundation. In: Buildings, v. 15, n. 2 (15 January 2025).
- (2024): Numerical Simulation Study of Bearing Characteristics of Large-Diameter Flexible Piles Under Complex Loads. In: Buildings, v. 14, n. 11 (22 October 2024).
- (2025): Horizontal Bearing Characteristics of Ultralong Composite Steel Tube Concrete Variable-Section Piles. In: International Journal of Geomechanics, v. 25, n. 2 (February 2025).
- (2025): Application of innovative multi-directional laminar shear box to evaluate seismic soil – Pile foundation – Nuclear power plant interaction. In: Soil Dynamics and Earthquake Engineering, v. 190 (March 2025).
- (2024): Kinematic bearing capacity analysis of strip footings on reinforced soils using discretisation technique. In: European Journal of Environmental and Civil Engineering, v. 28, n. 16 (September 2024).
- (2024): Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves. In: Soils and Foundations, v. 64, n. 5 (October 2024).
- (2024): The Influence of Pile Shaft Distributed Grouting on the Horizontal Load Response of Rectangular Piles. In: KSCE Journal of Civil Engineering, v. 28, n. 12 (26 November 2024).
- (2024): Analysis of influencing factors of penetration mechanism and vertical bearing characteristics of monopile in calcareous sand: Laboratory model testing and in-situ testing. In: Soil Dynamics and Earthquake Engineering, v. 180 (May 2024).
- (2024): Prediction and Design of Grouting Parameters for Long and Large-Diameter Postgrouted Drilled Shafts. In: International Journal of Geomechanics, v. 24, n. 2 (February 2024).
- (2023): Ultimate bearing capacity of intact rocks at tip of large-diameter rock-socketed piles considering internal micro-cracks. In: European Journal of Environmental and Civil Engineering, v. 28, n. 5 (September 2023).
- (2024): Seismic isolation effect of unconnected piles-caisson foundation: Large-scale shake table tests. In: Soil Dynamics and Earthquake Engineering, v. 176 (January 2024).
- (2023): Foundation design of single-span arch bridges in China. In: Case Studies in Construction Materials, v. 19 (December 2023).
- (2023): Effect of cushion types on the seismic response of structure with disconnected pile raft foundation. In: Structures, v. 48 (February 2023).
- (2023): Lateral response of monopile reinforced by cement-improved soil in clay to monotonic and cyclic loadings: Laboratory model test and theoretical investigation. In: Marine Structures, v. 89 (May 2023).
- (2022): Investigation on the seismic response of nuclear power stations with a pile-raft foundation using centrifuge tests. In: Earthquake Engineering and Engineering Vibration, v. 21, n. 3 (25 June 2022).
- (2022): Energy-Based Analysis of Laterally Loaded Caissons with Large Diameters under Small-Strain Conditions. In: International Journal of Geomechanics, v. 22, n. 8 (August 2022).
- (2022): Experimental and theoretical study on dynamic stiffness of floating single pile and pile groups in multi-layered soil. In: Soil Dynamics and Earthquake Engineering, v. 157 (June 2022).
- (2021): Dynamic behaviors of calcareous sand under repeated one-dimensional impacts. In: Soil Dynamics and Earthquake Engineering, v. 150 (November 2021).
- (2021): Effect of soil-pile-structure interaction on seismic behaviour of nuclear power station via shaking table tests. In: Structures, v. 33 (October 2021).
- (2020): A new method for predicting the ultimate shaft resistance of rock-socketed drilled shafts. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 173, n. 2 (April 2020).
- (2020): Mechanical Behaviors of Natural Sand Soils and Modified Soils in Heavy-Haul Railway Embankment. In: Advances in Civil Engineering, v. 2020 (January 2020).
- (2019): Prediction and Analysis of Behaviour of Laterally Loaded Single Piles in Improved Gravel Soil. In: International Journal of Civil Engineering, v. 17, n. 6 (March 2019).
- (2009): Experimental study on pile-end post-grouting piles for superlarge bridge pile foundations. In: Frontiers of Architecture and Civil Engineering in China, v. 3, n. 2 (January 2009).
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