Construction of Kazan – Ekaterinburg expressway Durtuli – Achit section 0 to 90th km stage in Bashkortostan

Multi-faceted research was performed jointly by Gexa engineers and Avtodor design institute. Various geotechnical calculations were carried out to define optimal counter-deformation measures aimed at achieving reliability of the road structures constructed at a fast pace under complicated geological conditions.

The following counter-deformation measures involving geosynthetics were envisaged for this project:

  • 3,000,000 m2 of Geospan GT PP 80 and 33 polypropylene woven geotextiles for road pavement structures;
  • subgrade reinforcement with 1,500,000 m2 of Geospan PET 400, 600 and 1000 woven polyester geotextiles.
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