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This document discusses the application of geotextile reinforcement to improve the stability of embankment slopes for a railway double track project between Palur Station and Solo Balapan Station. It analyzes the slope stability of an embankment at km 258 + 000 using the Bishop method in XSTABLE software. The results show a safety factor below 1, indicating potential for landslides due to soft subsoil. Geotextile reinforcement is proposed, with specifications and placement locations to prevent landslides wh

Author

Leni Narulita

Language

EN