High Strength Polyester woven geotextile TFI 3200 of strength 200 KN/m in the principal direction
High Strength Polyester woven geotextile TFI 3200 of strength 200 KN/m in the principal direction
Construction of Embankment using High Strength Polyester woven geotextile TFI 3200 for approaches of Rajiv Gandhi Setu Bridge connecting Nani Daman & Moti Daman in UT of Daman .
The approaches of the embankment to be constructed on soft soils having CBR value less than 2 . The maximum height of the embankment to be constructed on the soft foundation soil is 11m with a heavy traffic live load
The project consultant proposed 2 layers of high strength polyester woven geotextile of strength 200 KN/m in the principal direction & a granular fill of 900mm thickness at the base. The geotextile proposed acts as a basal reinforcement for the embankment and also as a separation layer to separate the granular fill of 900mm thick and the proposed fill
Techfab India Industries Ltd herein referred as TFI supplied 82000 sqm of high strength polyester woven geotextile TFI 3200 of strength 200 KN/m in the principal direction, meeting all the technical specifications as proposed by the consultant for the project.
