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