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