Shumao Wang
- (2020): Effect of Longitudinal Gradient on 3D Face Stability of Circular Tunnel in Undrained Clay. In: Advances in Civil Engineering, v. 2020 (Januar 2020).
- A united deformation-strength framework for Lightweight Sand–EPS Beads Soil (LSES) under cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 8 (August 2011). (2011):
- (2019): Rotational Failure Mechanism for Face Stability of Circular Shield Tunnels in Frictional Soils. In: Advances in Civil Engineering, v. 2019 ( 2019).