Xing-Tao Lin
- : Effect of surcharge width on evolution of soil arching for active and passive trapdoor. In: European Journal of Environmental and Civil Engineering.
- (2024): Settlement transfer mechanism of CFG piles for strengthening high-speed railway subgrades induced by twin shield tunnelling undercrossing. In: Tunnelling and Underground Space Technology, v. 145 (March 2024).
- (2023): A resilience assessment framework for existing underground structures under adjacent construction disturbance. In: Tunnelling and Underground Space Technology, v. 141 (November 2023).
- (2022): An analytical model to evaluate the resilience of shield tunnel linings considering multistage disturbances and recoveries. In: Tunnelling and Underground Space Technology, v. 127 (September 2022).
- (2019): An analytical model to predict the limit support pressure on a deep shield tunnel face. In: Computers and Geotechnics, v. 115 (November 2019).
- (2022): Excavation-induced arching effect below base level and responses of long-collinear underlying existing tunnel. In: Tunnelling and Underground Space Technology, v. 123 (May 2022).
- (2022): Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones. In: Tunnelling and Underground Space Technology, v. 119 (January 2022).
- (2019): Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground. In: Tunnelling and Underground Space Technology, v. 93 (November 2019).
- (2019): Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle. In: Tunnelling and Underground Space Technology, v. 89 (July 2019).
- (2018): Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing. In: Tunnelling and Underground Space Technology, v. 82 (December 2018).
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