Huaina Wu
- Characteristics of deformation and defect of shield tunnel in coastal structured soil in China. In: Underground Space. :
- Risk assessment of shield construction adjacent to the existing shield tunnel based on improved nonlinear FAHP. In: Tunnelling and Underground Space Technology, v. 155 (Januar 2025). (2025):
- A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation. In: Computers and Geotechnics, v. 123 (Juli 2020). (2020):
- Centrifuge modeling of effectiveness of protective measures on existing tunnel subjected to nearby excavation. In: Tunnelling and Underground Space Technology, v. 112 (Juni 2021). (2021):
- General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata. In: Tunnelling and Underground Space Technology, v. 107 (Januar 2021). (2021):
- Prediction of shield tunneling-induced ground settlement using machine learning techniques. In: Frontiers of Structural and Civil Engineering, v. 13, n. 6 (Oktober 2019). (2019):
- Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit of Shanghai. In: Frontiers of Architecture and Civil Engineering in China, v. 5, n. 2 (Mai 2011). (2011):