- LID Approach to Railway Track Drainage: Determination of Heavy Metal Content in the Embankment of Railway. In: Periodica Polytechnica Civil Engineering. :
- Punching shear capacity of reinforced concrete column footings accounting for the Soil–Structure interaction effect. In: Journal of Building Engineering, v. 46 (April 2022). (2022):
- Dynamic Analysis of a Deeply Buried Tunnel Influenced by a Newly-built Adjacent Cavity with a Special Emphasis on the Minimum Seismically Safe Tunnel Distance. In: Periodica Polytechnica Civil Engineering, v. 66, n. 1 ( 2022). (2022):
- Theoretical and experimental research on the punching shear capacity of reinforced concrete column footings rested on the ground. In: Engineering Structures, v. 249 (December 2021). (2021):
- Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 11 (September 2021). (2021):
- Experimental and theoretical analysis of punching shear of column footings according to fib MC 2010. In: ce/papers, v. 2, n. 2-3 (June 2018). (2018):
- Vulnerability of bridge piers to general and local erosion of river bed. In: ce/papers, v. 2, n. 2-3 (June 2018). (2018):
- (2017): Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010. In: International Journal of Concrete Structures and Materials, v. 11, n. 4 (December 2017).
- Comparative study on earthquake-induced soil–tunnel structure interaction effects under good and poor soil conditions. In: European Journal of Environmental and Civil Engineering, v. 19, n. 8 (December 2014). (2014):