- (2024): Experimental and Numerical Research on a Sand Cushion Geotechnical Seismic Isolation System in Strong Earthquakes and Cold Regions. Dans: Buildings, v. 14, n. 9 (25 août 2024).
- Transient Response of an Unsaturated Single-Layer Seabed Subjected to a Vertical Compressional Wave. Dans: International Journal of Geomechanics, v. 24, n. 7 (juillet 2024). (2024):
- Effects of the fluid-solid interface conditions on the dynamic responses of the saturated seabed during earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 165 (février 2023). (2023):
- (2022): Seismic Response of a Liquefiable Site-Underground Structure System. Dans: Buildings, v. 12, n. 10 (20 septembre 2022).
- (2021): Shaking Table Study on the Seismic Performance of Geogrid Reinforced Soil Retaining Walls. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 141 (février 2021). (2021):
- (2020): Laboratory Tests for Subgrade Reaction Coefficient in Seismic Design of Underground Engineering Domain. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- Seismic deformation mode transformation of rectangular underground structure caused by component failure. Dans: Tunnelling and Underground Space Technology, v. 98 (avril 2020). (2020):
- Response of Long Tunnel in Layered Half-Space under Asynchronous Seismic Shear-Horizontal Wave Propagation. Dans: Journal of Engineering Mechanics (ASCE), v. 144, n. 7 (juillet 2018). (2018):
- Characteristics and factors that influenced damage to dams in the M s 8.0 Wenchuan earthquake. Dans: Earthquake Engineering and Engineering Vibration, v. 10, n. 3 (septembre 2011). (2011):
- Investigation into dynamic response of regional sites to seismic waves using shaking table testing. Dans: Earthquake Engineering and Engineering Vibration, v. 14, n. 3 (septembre 2015). (2015):
- pseudo-static method for seismic responses of underground frame structures subjected to increasing excitations. Dans: Tunnelling and Underground Space Technology, v. 65 (mai 2017). (2017):