Xing-Tao Lin
- Soil-carrying effect induced by super-large-diameter shallow-buried shield tunneling and treatment measures: A case study in Zhuhai, China. In: Tunnelling and Underground Space Technology, v. 153 (November 2024). (2024):
- Soil arching in ground with tunnel: Effect of distance between tunnel and trapdoor. In: Computers and Geotechnics, v. 164 (Dezember 2023). (2023):
- Effect of surcharge width on evolution of soil arching for active and passive trapdoor. In: European Journal of Environmental and Civil Engineering, v. 28, n. 11 (März 2024). (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 (März 2024). (2024):
- A resilience assessment framework for existing underground structures under adjacent construction disturbance. In: Tunnelling and Underground Space Technology, v. 141 (November 2023). (2023):
- 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). (2022):
- An analytical model to predict the limit support pressure on a deep shield tunnel face. In: Computers and Geotechnics, v. 115 (November 2019). (2019):
- Excavation-induced arching effect below base level and responses of long-collinear underlying existing tunnel. In: Tunnelling and Underground Space Technology, v. 123 (Mai 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 (Januar 2022). (2022):
- 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 (Juli 2019). (2019):
- Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing. In: Tunnelling and Underground Space Technology, v. 82 (Dezember 2018). (2018):