Abstract
Slope stability is one of the important analysis not only human being and economic issues but also environmental and sustainability aspects as well. There are analysis softwares available to search factors of safety calculations as well as stabilization methods. Slide is one of the most comprehensive slope stability analysis software available, complete with finite element groundwater seepage analysis, rapid drawdown, sensitivity and probabilistic analysis, and support design. All types of soil and rock slopes, embankments, earth dams, and retaining walls can be analysed. In this study, effects of groundwater level is investigated in terms of stability analysis of embankments and earth fill barriers. Embankments and earth fill barriers are constructed on soft clay soil materials. Different scenarios and input parameters are used in the analysis. Embankment and earth fill barriers slope, shape and geometries are taken from according to Directorate General of Road Transport Regulation. Factors of safety are very variable due to changing groundwater locations.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Fırat S (1999) Critical assessment of existing slope stability formulae analysis and application to slope stabilisation, Ph.D Thesis, University of Glamorgan, UK
Fırat S, Delpak R (2002) FOS convergence investigation in using Gauss Quadrature instead of method of slices. In: 3rd International conference on landslide, slope stability & the safety of infra-structures, Singapore, 11–12 July 2002
Fırat S (2009) Stability analysis of pile-slope system. Sci Res Essay 4(9):842–852
Fırat S, Canik B (2014) Şev İyileştirmelerinde Kullanılan Kazıklara Uygulanan Deprem Etkisi. J Polytech 17(1) (Special Issue):31–34
Akcali E, Arman H, Firat S, Saltabas L, Gunduz Z (2010) Rainfall thresholds for the initiation of landslides in Trabzon Province of Turkey. Int J Eng Appl Sci (IJEAS) 2(4):14–26
Nash D (1987) A comparative review of limit equilibrium methods of stability analysis. In: Anderson MG, Richards KS (eds) Slope stability, pp 11–75
Graham J (1984) Methods of stability analysis. In: Brunsden D, Prior DB (eds) Slope instability. Wiley, New pp 171–215
Çiçek C (2014) Kil zemin üzerine inşa edilen granüler yol dolgusu şevlerinin geogrid donatıyla iyileştirilmesi. Yüksek Lisans Tezi, Gazi Üniversitesi Fen Bilimleri Enstitüsü, Ankara
Spencer E (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique 17(1):11–26
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer International Publishing AG, part of Springer Nature
About this paper
Cite this paper
Fırat, S., Işık, N.S., Yamak, S. (2018). Effect of Height and Water Table Level on Stability Analysis of Embankments. In: Fırat, S., Kinuthia, J., Abu-Tair, A. (eds) Proceedings of 3rd International Sustainable Buildings Symposium (ISBS 2017). ISBS 2017. Lecture Notes in Civil Engineering , vol 6. Springer, Cham. https://doi.org/10.1007/978-3-319-63709-9_43
Download citation
DOI: https://doi.org/10.1007/978-3-319-63709-9_43
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-63708-2
Online ISBN: 978-3-319-63709-9
eBook Packages: EngineeringEngineering (R0)