The discrete element method(DEM)has been extensively adopted to investigate many complex geotechnical related problems due to its capability to incorporate the
This paper reports the results of an investigation carried out on clay soil stabilized with pond ash (PA), rice husk ash (RHA) and cement. Modified Proctor comp
In this study, a modified logarithmic spiral method is proposed to determine the passive earth pressure and failure surface of cohesionless sloping backfill, wi