Hadi Hasanzadehshooiili 
- (2023): Effects of binder proportion and curing condition on the mechanical characteristics of volcanic ash- and slag-based geopolymer mortars; machine learning integrated experimental study. In: Construction and Building Materials, v. 395 (September 2023).
- (2021): Parametric Evaluation of Simultaneous Effects of Damaged Zone Parameters and Rock Strength Properties on GRC. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2021): Compressive Strength of Sandy Soils Stabilized with Alkali-Activated Volcanic Ash and Slag. In: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 11 (November 2021).
- (2021): Three-Dimensional Finite Difference Analysis on the Ground-Sequential Tunneling-Superstructure Interaction. In: Advances in Civil Engineering, v. 2021 (January 2021).
- (2018): Prediction of UCS and CBR of microsilica-lime stabilized sulfate silty sand using ANN and EPR models; application to the deep soil mixing. In: Soils and Foundations, v. 58, n. 1 (February 2018).
- (2020): Effects of drainage condition on the stress-strain behavior and pore pressure buildup of sand-PET mixtures. In: Construction and Building Materials, v. 233 (February 2020).
- (2017): A novel solution for ground reaction curve of tunnels in elastoplastic strain softening rock masses. In: Journal of Civil Engineering and Management, v. 23, n. 6 (June 2017).
- (2012): Superiority of Artificial Neural Networks Over Statistical Methods in Prediction of the Optimal Length of Rock Bolts. In: Journal of Civil Engineering and Management, v. 18, n. 5 (September 2012).
- (2012): Evaluating Elastic-plastic Behaviour of Rock Materials Using Hoek–brown Failure Criterion. In: Journal of Civil Engineering and Management, v. 18, n. 3 (June 2012).
- (2014): Comprehensive three dimensional finite element analysis, parametric study and sensitivity analysis on the seismic performance of soil–micropile-superstructure interaction. In: Soil Dynamics and Earthquake Engineering, v. 58 (March 2014).
- (2019): Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils. In: Advances in Civil Engineering, v. 2019 ( 2019).
- (2019): A comprehensive solution for the calculation of ground reaction curve in the crown and sidewalls of circular tunnels in the elastic-plastic-EDZ rock mass considering strain softening. In: Tunnelling and Underground Space Technology, v. 84 (February 2019).
- (2013): The Buckling of the steel liners of underground road structures: the sensitivity analysis of geometrical parameters. In: The Baltic Journal of Road and Bridge Engineering, v. 8, n. 4 (December 2013).
- (2015): The Stabilization of problematic silty sands using microsilica and lime. In: The Baltic Journal of Road and Bridge Engineering, v. 10, n. 1 (March 2015).
Structurae cooperates with
