Zhong-Kai Huang
- Scalar- and vector-valued seismic fragility assessment of segmental shield tunnel lining in liquefiable soil deposits. In: Tunnelling and Underground Space Technology, v. 155 (Januar 2025). (2025):
- Observed response of maglev structure undercrossed by three shield tunnels in soft soil. In: Underground Space, v. 7, n. 4 (August 2022). (2022):
- Analytical solution for the response of an existing tunnel to a new tunnel excavation underneath. In: Computers and Geotechnics, v. 108 (April 2019). (2019):
- An incident of water and soil gushing in a metro tunnel due to high water pressure in sandy silt. In: Engineering Failure Analysis, v. 121 (März 2021). (2021):
- A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils. In: Underground Space, v. 7, n. 2 (April 2022). (2022):
- Waterproof performance of tunnel segmental joints under different deformation conditions. In: Tunnelling and Underground Space Technology, v. 123 (Mai 2022). (2022):
- Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits. In: Soil Dynamics and Earthquake Engineering, v. 145 (Juni 2021). (2021):
- Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system. In: Tunnelling and Underground Space Technology, v. 98 (April 2020). (2020):
- Grouting-based treatment of tunnel settlement: Practice in Shanghai. In: Tunnelling and Underground Space Technology, v. 80 (Oktober 2018). (2018):