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3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action
- Kouretzis, George P., Bouckovalas, George D., Gantes, Charis J.
A revised solution for the horizontal vibration of an end-bearing pile in viscoelastic soil
- Liu, Hanglong, Zheng, Changjie, Ding, Xuanming, Kouretzis, George P., Sloan, Scott W.
An effective stress analysis of partially embedded offshore pipelines: vertical penetration and axial walking
- Ansari, Yousef, Kouretzis, George P., Sheng, Daichao
Analysis of buried pipelines subjected to ground surface settlement and heave
- Kouretzis, George P., Karamitros, Dimitrios K., Sloan, Scott W.
Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners
- Kouretzis, George P., Andrianopoulos, Konstantinos I., Sloan, Scott W., Carter, John P.
Analytical calculation of blast-induced strains to buried pipelines
Coupled finite element analysis of partially embedded offshore pipelines during vertical penetration
Effect of interface friction on tunnel liner internal forces due to seismic S- and P-wave propagation
- Kouretzis, George P., Sloan, Scott W., Carter, John P.
Finite element implementation of an isotach elastoplastic constitutive model for soft soils
- Lester, Alexander M., Kouretzis, George P., Pineda, Jubert A., Carter, John P.
Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones
- Lester, Alexander M., Kouretzis, George P., Sloan, Scott W.
Numerical investigation of the cylinder movement in granular matter
- Zhang, Xue, Sheng, Daichao, Kouretzis, George P., Krabbenhoft, Kristian, Sloan, Scott W.
Numerical simulation of cone penetration testing using a new critical state constitutive model for sand
- Kouretzis, George P., Sheng, Daichao, Wang, Dong
Numerical simulation of CPT cone penetration in sand
Sand-pipeline-trench lateral interaction effects for shallow buried pipelines
- Kouretzis, George P., Sheng, Daichao, Sloan, Scott W.
Soil-buried pipeline interaction for vertical downwards relative offset
- Kouretzis, George P., Krabbenhøft, Kristian, Sheng, Daichao, Sloan , Scott W.
Three-dimensional effects in low-strain integrity testing of large diameter pipe piles
- Zheng, Changjie, Liu, Hanlong, Ding, Xuanming, Kouretzis, George P., Sheng, Daichao
Three-dimensional effects in low-strain integrity testing of piles: analytical solution
- Zheng, Changjie, Kouretzis, George P., Ding, Xuanming, Liu, Hanlong, Poulos, Harry G.
Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing
- Zheng, Changjie, Liu, Hanlong, Kouretzis, George P., Sloan, Scott W., Ding, Xuanming
Vertical vibration of an elastic pile embedded in poroelastic soil
- Zheng, Changjie, Kouretzis, George P., Sloan, Scott W., Liu, Hanlong, Ding, Xuanming
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