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