The northern part of Orissa coast (20o32. 5’N 86o47. 5’E) is protected by saline embankment to prevent inundation of storm surge. At certain location, due to advancement of shoreline and poor soil condition the saline embankment was built with clay soil, which collapses due to poor permeability and bearing capacity. Two layers of Geotextile filter filled with about 450mm sand on the land side and 750mm sand on the sea side placed on the 1: 60 bed slopes which ensures good drainage and increases bearing capacity. Geotube core filled with sand protected by Gabion box filled with stone is designed as a saline embankment. The stability of the Geotube embankment due to High Water Level (HWL) plus storm surge on the seaside and Ground water level on the land side is analyzed using PLAXIS. The base width of 23m is found necessary for 9.55 m height of embankment. The integration of Geotube embankment with the existing retarded embankment is also studied. The scour depth and toe mound design for the breaking wave height condition also presented.