Vlatko Sesov
- 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):
- 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):
- Numerical Simulation of Geotechnical Problems by Coupled Finite and Infinite Elements. In: Journal of Civil Engineering and Architecture, v. 7, n. 1 (January 2013). (2013):
- Experimental Modeling of Large Pile Groups in Sloping Ground Subjected to Liquefaction-Induced Lateral Flow: 1-G Shaking Table Tests. In: Soils and Foundations, v. 50, n. 2 (April 2010). (2010):
- Simplified method for generating slope seismic deformation hazard curve. In: Soil Dynamics and Earthquake Engineering, v. 69 (February 2015). (2015):
- Development of new drain method for protection of existing pile foundations from liquefaction effects. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 2-4 (February 2006). (2006):