Zuxian Wang
- Probabilistic evaluation for excavation-induced longitudinal responses of existing shield tunnel in spatially random soils. In: Computers and Geotechnics, v. 167 (March 2024). (2024):
- An enhanced analytical model for predicting the nonlinear longitudinal equivalent bending stiffness of shield tunnels incorporating combined N-M actions. In: Tunnelling and Underground Space Technology, v. 126 (August 2022). (2022):
- A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete. In: Engineering Failure Analysis, v. 123 (May 2021). (2021):
- Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model. In: Tunnelling and Underground Space Technology, v. 125 (July 2022). (2022):
- Prediction of the additional structural response of segmental tunnel linings induced by asymmetric jack thrusts. In: Tunnelling and Underground Space Technology, v. 124 (June 2022). (2022):
- Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model. In: Tunnelling and Underground Space Technology, v. 113 (July 2021). (2021):