Ali Lashkari 
- (2023): Revisiting the One-Dimensional Compression Properties of Reconstituted Shiraz Clay Soil. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 48, n. 1 (December 2023).
- (2017): Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction. In: International Journal of Geomechanics, v. 17, n. 10 (October 2017).
- (2019): Instability of Particulate Assemblies under Constant Shear Drained Stress Path: DEM Approach. In: International Journal of Geomechanics, v. 19, n. 6 (June 2019).
- (2017): Influence of soil inherent anisotropy on behavior of crushed sand-steel interfaces. In: Soils and Foundations, v. 57, n. 1 (February 2017).
- (2021): An Anisotropic Critical State Plasticity Model with Stress Ratio-Dependent Fabric Tensor. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 45, n. 4 (September 2021).
- (2014): Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (June 2014).
- (2010): A SANISAND model with anisotropic elasticity. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 12 (December 2010).
- (2018): Consolidation Behavior of Structured Clayey Soils: A Case Study on Shiraz Fine Alluvial Strata. In: International Journal of Civil Engineering, v. 16, n. 10 (February 2018).
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