Formulation of a Slope Protection Scheme for Senggarang Coastal Embankment Subjected to Tidal Assault

The seaward slope of embankment that experience erosion due to washing soil particles from the wave action might resulting become steeper by time and posing a threat closest residents. objective this research is examine existing protection methods for Senggarang Coastal Embankment (SCE) in terms functionality performance. This paper explores possible success failure factors performing stability analysis slope. Desk were conducted identify potential scheme SCE then simulated with PLAXIS 2D refine proposed solution. was using silty clay different water level at 1 m, 2 m 3 see total displacement, effective stress, excess pore pressure discharge seepage. As result, deformation innovative method 10% lower than without any protection. Meanwhile, seepage has reduced 40% compared absence In summary, study found effect on displacement embankment. higher level,