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