Soil Stabilization For Pavements Using Geofabrics Based on California Bearing Ratio 
R.Madeswaran1, R.Sai Kumar2, Md.Saleem3, Ch. Maheshwar Reddy4
1R. Madeswaran, Professor, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences, Hyderabad (Telangana), India.
2Mr. R. Sai Kumar, Assistant Professor, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences, Hyderabad (Telangana), India.
3Md.Saleem, Assistant Professor, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences, Hyderabad (Telangana), India.
4Ch.Maheshwar Reddy Assistant Professor, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences, Hyderabad (Telangana), India.
Manuscript received on 03 September 2019 | Revised Manuscript received on 13 September 2019 | Manuscript Published on 23 September 2019 | PP: 1569-1570 | Volume-8 Issue-5C, May 2019 | Retrieval Number: E12320585C19/19©BEIESP | DOI: 10.35940/ijeat.E1232.0585C19
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
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.
Keywords: Versatile Pavement, Geo Textile, CBR Test, Reinforcement Magnitude Relation.
Scope of the Article: Soil-Structure Interaction