- Analysis of tunneling-induced ground movements in spatially variable soil under the influence of existing building. Dans: Computers and Geotechnics, v. 166 (février 2024). (2024):
- Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil. Dans: Computers and Geotechnics, v. 166 (février 2024). (2024):
- Analytical method for predicting tunnel heave due to overlying excavation considering spatial effect. Dans: Tunnelling and Underground Space Technology, v. 138 (août 2023). (2023):
- Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou. Dans: Underground Space, v. 7, n. 2 (avril 2022). (2022):
- Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements. Dans: Underground Space, v. 7, n. 5 (octobre 2022). (2022):
- Probabilistic analysis for twin tunneling-induced longitudinal responses of existing shield tunnel. Dans: Tunnelling and Underground Space Technology, v. 120 (février 2022). (2022):
- (2021): Ground Displacements due to the Deformations of Shallow Tunnels with Arbitrary Cross Sections in Soft Ground. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- (2021): Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- Observed performance of a 30.2 m deep-large basement excavation in Hangzhou soft clay. Dans: Tunnelling and Underground Space Technology, v. 111 (mai 2021). (2021):
- Characteristics and Countermeasures of Tunnel Heave due to Large-Diameter Shield Tunneling Underneath. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 34, n. 1 (février 2020). (2020):