Numerical investigation into the stability of earth dam slopes considering the effects of cavities

Al-ateya, H; Ahangar Asr, A

Abstract

This research is an attempt to estimate the influence of the presence of cavities on the stability of slopes in earth
dams under rapid drawdown conditions. The aim of the investigation is to study the influence of different
factors, such as the diameter and location of cavities. A series of finite element simulations was conducted using
PLAXIS 2D to develop models and analyse slope stability in earth dams while considering the effect of cavities
in the subsoil. The combined effects of cavities and the strength parameters of slopes on the stability were also
investigated and parametrically analysed. The results indicated that presence of cavities and an increase in the
diameter of cavities decreased the stability of the upstream face dramatically for all examined locations in a
horizontal direction; however, this effect was less on the downstream side. The results also showed that
variations in the location of cavities in the horizontal direction have a greater effect on the stability compared to
the vertical direction. The results revealed that increasing shear strength parameters of embankment do not
reduce the influence of cavities on stability when those cavities are in critical locations.

Citation

Al-ateya, H., & Ahangar Asr, A. (2020). Numerical investigation into the stability of earth dam slopes considering the effects of cavities. Engineering Computations, 37(4), 1397-1421. https://doi.org/10.1108/EC-03-2019-0101

• Journal Article Type: Article
• Acceptance Date: Nov 10, 2019
• Online Publication Date: Jan 10, 2020
• Publication Date: Apr 16, 2020
• Deposit Date: Nov 13, 2019
• Publicly Available Date: Feb 3, 2020
• Journal: Engineering Computations
• Print ISSN: 0264-4401
• Electronic ISSN: 1758-7077
• Publisher: Emerald
• Volume: 37
• Issue: 4
• Pages: 1397-1421
• DOI: https://doi.org/10.1108/EC-03-2019-0101
• Publisher URL: https://doi.org/10.1108/EC-03-2019-0101
• Related Public URLs: https://www.emerald.com/insight/publication/issn/0264-4401