Throughout the interval between the underlying sandy layer and the carrier layer of SCHPS, to increase the bearing capacity of the pavement, Geospan TN-50 woven geotextile was used as a combined layer with the function of reinforcement and separation (A+P).
Construction work on this site was carried out by VAD JSC.
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Fig.16. Calculation of the pavement structure in the CREDO RADON program
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Fig.17, 18. Photos from the work site