Xing-Tao Lin
- Soil-carrying effect induced by super-large-diameter shallow-buried shield tunneling and treatment measures: A case study in Zhuhai, China. Dans: Tunnelling and Underground Space Technology, v. 153 (novembre 2024). (2024):
- Soil arching in ground with tunnel: Effect of distance between tunnel and trapdoor. Dans: Computers and Geotechnics, v. 164 (décembre 2023). (2023):
- Effect of surcharge width on evolution of soil arching for active and passive trapdoor. Dans: European Journal of Environmental and Civil Engineering, v. 28, n. 11 (mars 2024). (2024):
- Settlement transfer mechanism of CFG piles for strengthening high-speed railway subgrades induced by twin shield tunnelling undercrossing. Dans: Tunnelling and Underground Space Technology, v. 145 (mars 2024). (2024):
- A resilience assessment framework for existing underground structures under adjacent construction disturbance. Dans: Tunnelling and Underground Space Technology, v. 141 (novembre 2023). (2023):
- An analytical model to evaluate the resilience of shield tunnel linings considering multistage disturbances and recoveries. Dans: Tunnelling and Underground Space Technology, v. 127 (septembre 2022). (2022):
- An analytical model to predict the limit support pressure on a deep shield tunnel face. Dans: Computers and Geotechnics, v. 115 (novembre 2019). (2019):
- Excavation-induced arching effect below base level and responses of long-collinear underlying existing tunnel. Dans: 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. Dans: Tunnelling and Underground Space Technology, v. 119 (janvier 2022). (2022):
- Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground. Dans: Tunnelling and Underground Space Technology, v. 93 (novembre 2019). (2019):
- Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle. Dans: Tunnelling and Underground Space Technology, v. 89 (juillet 2019). (2019):
- Deformation and stress characteristics of existing twin tunnels induced by close-distance EPBS under-crossing. Dans: Tunnelling and Underground Space Technology, v. 82 (décembre 2018). (2018):