Kunpeng Wang 
- (2023): DGM-MDS: Dynamic grouting monitoring with a novel multi-channel distributed system. In: Construction and Building Materials, v. 394 (August 2023).
- (2024): Numerical investigation of the installation process and bearing capacity of circular helicoid piles in undrained clay. In: Soils and Foundations, v. 64, n. 1 (February 2024).
- (2023): Parameter Sensitivity Analysis of the Seismic Response of a Piled Wharf Structure. In: Buildings, v. 13, n. 2 (14 February 2023).
- (2023): Analytical solution for vertical vibration of partially embedded large-diameter floating pile. In: Soil Dynamics and Earthquake Engineering, v. 167 (April 2023).
- (2024): Reliability-based vulnerability analysis of bridge pier subjected to debris flow impact. In: Structure and Infrastructure Engineering, v. 20, n. 1 (March 2024).
- (2022): Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil. In: Soils and Foundations, v. 62, n. 3 (June 2022).
- (2020): Traffic Capacity Assessment of the Urban Elevated Bridge after Near-Field Explosion Based on the Response Surface Method. In: Shock and Vibration, v. 2020 (January 2020).
- (2022): Experimental Study on Mineral Solid Waste Green Grouting Material Based on Electromagnetic Characteristic Detection. In: Advances in Civil Engineering, v. 2022 (January 2022).
- (2021): Influence of Water-Structure and Soil-Structure Interaction on Seismic Performance of Sea-Crossing Continuous Girder Bridge. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2018): Self-boring in situ shear pressuremeter testing of clay from Dalian Bay, China. In: Soils and Foundations, v. 58, n. 5 (October 2018).
- (2017): Analytical Model for Multiribbed Composite Wall Structure with Open Frame at the Bottom. In: Journal of Engineering Mechanics (ASCE), v. 143, n. 2 (February 2017).
- : Interfacial Properties between Infilled Autoclaved Aerated Concrete and Ribbed Frame for Multi-Ribbed Composite Wall Structure. In: ACI Structural Journal.
- (2015): Time domain approach for coupled cross-flow and in-line VIV induced fatigue damage of steel catenary riser at touchdown zone. In: Marine Structures, v. 41 (April 2015).
- (2016): A simple parametric formulation for the seabed trench profile beneath a steel catenary riser. In: Marine Structures, v. 45 (January 2016).
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