Jurgis Medzvieckas 
- (2023): Failure analysis around oriented boreholes using an analytical model in different faulting stress regimes. In: Journal of Civil Engineering and Management, v. 29, n. 4 (13 März 2023).
- (2022): Gediminas Hill Slopes Behavior in 3D Finite Element Model. In: Buildings, v. 12, n. 8 (31 Juli 2022).
- (2022): A New Constitutive Model for the Time-dependent Behavior of Rocks With Consideration of Damage Parameter. In: Journal of Civil Engineering and Management, v. 28, n. 3 (24 Februar 2022).
- (2021): Comparison of Predicted Failure Area Around the Boreholes in the Strike-Slip Faulting Stress Regime With Hoek-Brown and Fairhurst Generalized Criteria. In: Journal of Civil Engineering and Management, v. 27, n. 5 (27 Mai 2021).
- (2020): Physical Parameters, Tensile and Compressive Strength of Dolomite Rock Samples: Influence of Grain Size. In: Journal of Civil Engineering and Management, v. 26, n. 8 (5 November 2020).
- (2016): Multicriteria Evaluation of Building Foundation Alternatives. In: Computer-Aided Civil and Infrastructure Engineering, v. 31, n. 9 (Juli 2016).
- (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 (Juni 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 (März 2014).
- (2012): Peculiarity of the Foundations Deepening in Renovated Buildings Using Excavation / Kai Kurios Rekonstruojamu Pastatu Pamatu Pagilinimo Iškasomis Problemos Ir Ju Sprendimo Metodai. In: Engineering Structures and Technologies, v. 4, n. 3 (Oktober 2012).
- (2018): Strength Characteristics of Cement-Rice Husk Ash Stabilised Sand-Clay Mixture Reinforced with Polypropylene Fibers. In: The Baltic Journal of Road and Bridge Engineering, v. 13, n. 4 (Dezember 2018).
- (2015): The Stabilization of problematic silty sands using microsilica and lime. In: The Baltic Journal of Road and Bridge Engineering, v. 10, n. 1 (März 2015).
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