Kunyong Zhang 
- (2023): Jointed Pipe–Soil Interaction due to Tunneling. In: International Journal of Geomechanics, v. 23, n. 10 (October 2023).
- (2019): Shear Strength of Compacted Clays as Affected by Mineral Content and Wet-Dry Cycles. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2012): Comparison and Application of Different Elasto-plastic Constitutive Models in Fem Analysis of an Excavated Soil Slope. In: Journal of Civil Engineering and Management, v. 18, n. 6 (November 2012).
- (2019): Numerical Analysis of Pipelines Settlement Induced by Tunneling. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2017): Experimental investigation on compaction and Atterberg limits characteristics of soils: Aspects of clay content using artificial mixtures. In: KSCE Journal of Civil Engineering, v. 21, n. 2 (January 2017).
- (2014): Verification of the Pipe Depth Dependent Model using a finite element analysis. In: Tunnelling and Underground Space Technology, v. 39 (January 2014).
- (2018): Microstudy of the Anisotropy of Sandy Material. In: Advances in Civil Engineering, v. 2018 ( 2018).
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