Kang Bian
- Modelling the hydro-mechanical behaviour of high-pressure tunnel with emphasis on the interaction between lining and rock mass. In: Computers and Geotechnics, v. 139 (November 2021). (2021):
- Data-based model with EMD and a new model selection criterion for dam health monitoring. In: Engineering Structures, v. 260 (Juni 2022). (2022):
- Study on coupled seepage and stress fields in the concrete lining of the underground pipe with high water pressure. In: Tunnelling and Underground Space Technology, v. 24, n. 3 (Mai 2009). (2009):
- Cause investigation and verification of lining cracking of bifurcation tunnel at Huizhou Pumped Storage Power Station. In: Tunnelling and Underground Space Technology, v. 54 (April 2016). (2016):