Kang Duan
- Geomechanical Model Test on the Zonal Disintegration of Deep Tunnel in Jinping II Hydropower Station. Dans: KSCE Journal of Civil Engineering, v. 27, n. 11 (22 septembre 2023). (2023):
- Investigating the mechanism of splitting failure in deep high sidewall cavern based on complex function and strain gradient. Dans: Tunnelling and Underground Space Technology, v. 132 (février 2023). (2023):
- Bending failure mechanism and strengthening of concrete-filled steel tubular support. Dans: Engineering Structures, v. 198 (novembre 2019). (2019):
- Experimental investigation on splitting failure of high sidewall cavern under three-dimensional high in-situ stress. Dans: Tunnelling and Underground Space Technology, v. 108 (février 2021). (2021):
- Excavation-induced fault instability: Possible causes and implications for seismicity. Dans: Tunnelling and Underground Space Technology, v. 92 (octobre 2019). (2019):
- Interfacial stresses of shield tunnel strengthened by a thin plate at inner surface. Dans: Tunnelling and Underground Space Technology, v. 91 (septembre 2019). (2019):
- Mechanical behaviors of the brittle rock-like specimens with multi-non-persistent joints under uniaxial compression. Dans: Construction and Building Materials, v. 220 (septembre 2019). (2019):
- Geo-mechanical model test on the collaborative bearing effect of rock-support system for deep tunnel in complicated rock strata. Dans: Tunnelling and Underground Space Technology, v. 91 (septembre 2019). (2019):
- Unloading-induced instability of a simulated granular fault and implications for excavation-induced seismicity. Dans: Tunnelling and Underground Space Technology, v. 63 (mars 2017). (2017):
- Large-scale geo-mechanical model tests for the stability assessment of deep underground complex under true-triaxial stress. Dans: Tunnelling and Underground Space Technology, v. 83 (janvier 2019). (2019):
- Unloading-induced failure of brittle rock and implications for excavation-induced strain burst. Dans: Tunnelling and Underground Space Technology, v. 84 (février 2019). (2019):
- Discrete element modelling of stress-induced instability of directional drilling boreholes in anisotropic rock. Dans: Tunnelling and Underground Space Technology, v. 81 (novembre 2018). (2018):