Qingtao Lin
- Explicit Peck formula applied to ground displacement based on an elastic analytical solution for a shallow tunnel. In: Frontiers of Structural and Civil Engineering. :
- Analytical Method of Spatiotemporal Evolution Characteristics of Unsteady Seepage Flow Pore Water Pressure in Front of Tunnel Face. In: KSCE Journal of Civil Engineering, v. 28, n. 10 (August 2024). (2024):
- Collapse behavior and mechanical response of the cobble stratum during the shield driving. In: Tunnelling and Underground Space Technology, v. 144 (February 2024). (2024):
- Mechanical response of existing tunnels for shield under-crossing in cobble strata based on the model test. In: Tunnelling and Underground Space Technology, v. 125 (July 2022). (2022):
- Model test study on the stability of cobble strata during shield under-crossing. In: Tunnelling and Underground Space Technology, v. 110 (April 2021). (2021):
- Formula for predicting ground settlement induced by tunnelling based on Gaussian function. In: Tunnelling and Underground Space Technology, v. 103 (September 2020). (2020):
- Numerical simulation and analysis on the mechanical responses of the urban existing subway tunnel during the rising groundwater. In: Tunnelling and Underground Space Technology, v. 98 (April 2020). (2020):