Kaihang Han 
- (2024): Progressive Failure Mechanism of Shield Tunnel Face in Complex Urban Geological Environment. In: Buildings, v. 14, n. 5 (24 April 2024).
- (2024): Self-healing of cementitious materials using sustainable cenosphere-based manufactured aggregate. In: Construction and Building Materials, v. 419 (März 2024).
- (2024): Settlement transfer mechanism of CFG piles for strengthening high-speed railway subgrades induced by twin shield tunnelling undercrossing. In: Tunnelling and Underground Space Technology, v. 145 (März 2024).
- (2023): A resilience assessment framework for existing underground structures under adjacent construction disturbance. In: Tunnelling and Underground Space Technology, v. 141 (November 2023).
- (2023): Numerical investigations on dynamic responses of subway segmental tunnel lining structures under internal blasts. In: Tunnelling and Underground Space Technology, v. 135 (Mai 2023).
- (2023): Progressive failure analysis of shallow circular tunnel based on the functional catastrophe theory considering strain softening of surrounding rock mass. In: Tunnelling and Underground Space Technology, v. 131 (Januar 2023).
- (2021): Mechanical response analysis of self-healing cementitious composites with microcapsules subjected to tensile loading based on a micromechanical damage-healing model. In: Construction and Building Materials, v. 280 (April 2021).
- (2022): An analytical model to evaluate the resilience of shield tunnel linings considering multistage disturbances and recoveries. In: Tunnelling and Underground Space Technology, v. 127 (September 2022).
- (2016): Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils. In: Computers and Geotechnics, v. 79 (Oktober 2016).
- (2022): Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022).
- (2019): Prediction Method for Overconsolidation Ratio of Marine SoftSoil Based on the Piezocone Penetration Tests. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): Explicit Form of Exact Analytical Solution for Calculating Ground Displacement and Stress Induced by Shallow Tunneling and Its Application. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2015): Face stability analysis of shallow circular tunnels in cohesive–frictional soils. In: Tunnelling and Underground Space Technology, v. 50 (August 2015).
Structurae kooperiert mit
