Research article Vol. 18 No. 2 (2022): International Journal for Computational Civil and Structural Engineering

SEISMIC DESIGN OF EMBANKMENTS - NUMERICAL AND ANALYTICAL STUDY

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SEISMIC DESIGN OF EMBANKMENTS - NUMERICAL AND ANALYTICAL STUDY

Authors

  • Awwad Talal Saint Petersburg State University of Architecture and Civil Engineering, Saint Petersburg, RUSSIA; Emperor Alexander I Saint Petersburg State Transport University, Saint Petersburg, RUSSIA
  • Alkayyal Hassan Department of soil mechanics and Foundation Engineering, University of the Federal Armed Forces Munich, GERMANY

DOI:

https://doi.org/10.22337/2587-9618-2022-18-2-51-61

Keywords:

embankments, dynamic shear strength, seismic loadings, numerical analysis, stability, sound absorption coefficient

Abstract

In this paper, a dynamic shear strength analysis was performed in a finite elements environment to evaluate the stability of embankments under seismic loadings. In addition, a dynamic factor of safety depending on the results of the numerical analysis was defined. To study these parameters' effects on the embankment's stability, a parametric study concerning the embankment inclination and the soil type was performed. Finally, the numerical analysis results were compared with the results of the pseudo-static analysis according to the EC8. The results of this study show the significance of the numerical seismic analyses in comparison with the analytical calculations.

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Published

2022-06-24

How to Cite

Talal, A., & Hassan, A. (2022). SEISMIC DESIGN OF EMBANKMENTS - NUMERICAL AND ANALYTICAL STUDY. International Journal for Computational Civil and Structural Engineering, 18(2), 51-61. https://doi.org/10.22337/2587-9618-2022-18-2-51-61

Keywords

embankments, dynamic shear strength, seismic loadings, numerical analysis, stability, sound absorption coefficient