- Characteristics of deformation and defect of shield tunnel in coastal structured soil in China. Dans: Underground Space. :
- Risk assessment of shield construction adjacent to the existing shield tunnel based on improved nonlinear FAHP. Dans: Tunnelling and Underground Space Technology, v. 155 (janvier 2025). (2025):
- Evolution of the Soil Arching Effect in a Pile-Supported Embankment Considering the Influence of Particle Breakage. Dans: International Journal of Geomechanics, v. 23, n. 7 (juillet 2023). (2023):
- Influence of seepage and tunnel face opening on face support pressure of EPB shield. Dans: Computers and Geotechnics, v. 135 (juillet 2021). (2021):
- A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation. Dans: Computers and Geotechnics, v. 123 (juillet 2020). (2020):
- Centrifuge modeling of effectiveness of protective measures on existing tunnel subjected to nearby excavation. Dans: Tunnelling and Underground Space Technology, v. 112 (juin 2021). (2021):
- Face stability of slurry-driven shield with permeable filter cake. Dans: Tunnelling and Underground Space Technology, v. 111 (mai 2021). (2021):
- General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata. Dans: Tunnelling and Underground Space Technology, v. 107 (janvier 2021). (2021):
- Experimental study on the stability of foam-conditioned sand under pressure in the EPBM chamber. Dans: Tunnelling and Underground Space Technology, v. 106 (décembre 2020). (2020):
- Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils. Dans: Tunnelling and Underground Space Technology, v. 58 (septembre 2016). (2016):