A numerical modeling study on the seepage under embankment dams

Author:

Kheiri Ghazaleh,Javdanian Hamed,Shams Gholamreza

Publisher

Springer Science and Business Media LLC

Subject

Computers in Earth Sciences,Statistics, Probability and Uncertainty,General Agricultural and Biological Sciences,General Environmental Science

Reference29 articles.

1. Alghazali NOS, Alnealy HKT (2015) Experimental analysis of seepage in soil beneath a model of a gravity dam. Am J Civ Eng 3(3):64–69

2. Arshad I, Babar MM, Vallejera CAE (2019) Computation of seepage and exit gradient through a non-homogeneous earth dam without impervious core by using geo-slope software. Int J Altern Fuels Energy 4(1):40–50

3. Aryafar A, Ardejani FD, Singh R, Shokri BJ (2007) Prediction of groundwater inflow and height of the seepage face in a deep open pit mine using numerical finite element model and analytical solutions In: IMWA symposium, water in mining environments, Cagliari, pp 313–317

4. Asadi Sakhmarsi A, Akhbari H, Naeimi SP, Kiapey A (2014) The effect of the cutoff wall conditions on the seepage characteristics of homogeneous earth fill dams using SEEP/W. WALIA J 30:176–182

5. Doaa A, El Molla T (2019) Seepage through homogeneous earth dams provided with a vertical sheet pile and formed on impervious foundation. Ain Shams Eng J 10(3):529–539

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