Zhenhao Shi 
- (2021): Stability analysis of shield tunnel face under complex ground conditions. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 7 (1 Oktober 2021).
- (2023): Tunnel face stability model for layered ground with confined aquifers. In: Tunnelling and Underground Space Technology, v. 132 (Februar 2023).
- (2023): Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023).
- (2023): Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement. In: Tunnelling and Underground Space Technology, v. 131 (Januar 2023).
- (2022): Analytical Three-Dimensional Mechanism for Stability of Slurry Trenches in Cohesive Soils. In: International Journal of Geomechanics, v. 22, n. 2 (Februar 2022).
- (2022): Face stability analysis of shallow shield tunneling in layered ground under seepage flow. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022).
- (2021): Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model. In: International Journal of Geomechanics, v. 21, n. 10 (Oktober 2021).
- (2020): Dynamic responses of layered poroelastic ground under moving traffic loads considering effects of pavement roughness. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020).
- (2019): Bounding Surface Elasto-Viscoplasticity: A General Constitutive Framework for Rate-Dependent Geomaterials. In: Journal of Engineering Mechanics (ASCE), v. 145, n. 3 (März 2019).
- (2013): Optimization study on the reconstruction and expansion of an underground rail transit center in Shanghai soft ground. In: Tunnelling and Underground Space Technology, v. 38 (September 2013).
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