Ali Pak 
- (2022): Thermohydromechanical Modeling of Evaporation from Unsaturated Soil. In: International Journal of Geomechanics, v. 22, n. 11 (November 2022).
- (2022): A comprehensive FE study for design of anchored wall systems for deep excavations. In: Tunnelling and Underground Space Technology, v. 122 (April 2022).
- (2021): Numerical-probabilistic modeling of the liquefaction-induced free fields settlement. In: Soil Dynamics and Earthquake Engineering, v. 149 (Oktober 2021).
- (2021): Design of a Plastic Concrete Cutoff Wall as a Remediation Plan for an Earth-Fill Dam Subjected to an Internal Erosion. In: International Journal of Geomechanics, v. 21, n. 5 (Mai 2021).
- (2018): Impact of hydraulic hysteresis on the small strain shear modulus of unsaturated sand. In: Soils and Foundations, v. 58, n. 2 (April 2018).
- (2015): A new approach for studying the load–displacement characteristics of rammed aggregate piers. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 168, n. 4 (November 2015).
- (2017): Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata. In: Soil Dynamics and Earthquake Engineering, v. 94 (März 2017).
- (2016): Numerical investigation of the effects of geometric and seismic parameters on liquefaction-induced lateral spreading. In: Soil Dynamics and Earthquake Engineering, v. 89 (Oktober 2016).
- (2016): A performance-based approach for design of ground densification to mitigate liquefaction. In: Soil Dynamics and Earthquake Engineering, v. 90 (November 2016).
- (2008): Seismic active pressure distribution history behind rigid retaining walls. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 5 (Mai 2008).
- (2007): Study of pore pressure variation during liquefaction using two constitutive models for sand. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 1 (Januar 2007).
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