In this thesis a comparison between various designs of embankments using soil-cement was made. In the first section history and usage history is described, based on a literature overview. Materials, properties and construction technologies are also desribed. In the second section seepage control is conducted using Feflow and GeoStudio Seep software. The analysis was made on an embankment with upstream soilcement protection and on an embankment with soil-cement central core. From the results of the analysis acomparison between addressed embankment is carried out.