Stability analysis for rock slope using finite element modeling near Darekasa Railway Station: A case study
This paper Pre-Rolls examines the stability of rock slopes along the broad gauge (BG) line near Darekasa (approximately 1.0 km from Darekasa Station towards the western side).Unsafe slopes and rockfalls can hinder train travel, causing commuters difficulties.A field survey and lab experiments determined the rock slope’s stabilizing factors.Kinema