Zhongxuan Yang 
- (2023): Cyclic failure characteristics of silty sands with the presence of initial shear stress. Dans: Soil Dynamics and Earthquake Engineering, v. 171 (août 2023).
- (2021): Limiting Force Profile for Laterally Loaded Piles in Undrained Clay. Dans: International Journal of Geomechanics, v. 21, n. 8 (août 2021).
- (2016): Drained Instability in Loose Granular Material. Dans: International Journal of Geomechanics, v. 16, n. 2 (avril 2016).
- (2018): Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay. Dans: International Journal of Geomechanics, v. 18, n. 1 (janvier 2018).
- (2017): Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand. Dans: Soils and Foundations, v. 57, n. 5 (octobre 2017).
- (2012): Undrained cyclic triaxial behavior of saturated clays under variable confining pressure. Dans: Soil Dynamics and Earthquake Engineering, v. 40 (septembre 2012).
- (2015): Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction. Dans: European Journal of Environmental and Civil Engineering, v. 20, n. 4 (avril 2015).
Structurae coopère avec
