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.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal of Engineering and Advanced Technology
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
