Abstract
India has the largest road network however the prevailing roads ar structurally inadequate to accommodate the current volume of traffic. Use of geosynthetics is compatible and conjointly effective within the method of up soil properties. the current study conducts experiment on the performance of geotextile (woven and non-woven) as soft subgrade and unbound gravel in unpaved versatile pavement system victimization CA Bearing magnitude relation (CBR) take a look at. Reinforcement magnitude relation comparison of woven and non-woven geotextile reinforcenment supported CMB load penetration take a look at indicates that the performance is improved with the inclusion of geotextile.
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