Stability of the embankment of fine sand reinforced with geosynthetic materials

This research paper validates the significance of an assimilated attitude when choosing design subgrade railways constructed from fine sands in difficult engineering and geological conditions desert steppe territories Uzbekistan to ensure their sustainability with modern technologies materials. The analysis results obtained calculations stability coefficient structure embankment. characteristics embankment soils correspond data object "Removal existing railway section Dunguluk-Burgutli-Misken flood zone Shurbulak reservoir" performed by method G. M. Shakhunyants, as well software "GEO 5" "Plaxis 2D" show that a height more than 6 meters does not provide required standard stability. Complete warps graphs changes embankment, laying geotextiles reinforcement pattern railways, are given. Beneficial solutions increase proposed, efficiency using geosynthetic materials is substantiated. Theoretical prevailing structures confirm feasibility reinforcing erected on lines Uzbekistan.