Modeling for seismic mitigation of embankment

The basic objectives of this research work are included understanding the effect of dense zone in subsoil as a mitigation measure against seismic failure. The dense zone constructed based on the material, thickness, confinement, density and location in the subsoil for analyzing model stability. The pore water pressure and acceleration performance in various levels at the model ground have been studied. For verifying the experimental accuracy a result compared with previous investigation.