EXPERIMENTAL ASSESMENT OF GEOSYNTHETIC STABILIZED FLEXIBLE PAVEMENT SECTIONS

• Author(s):

  K.Dasharath | M.Harish Kumar

• Keywords:

  Flexible Pavement, Geosynthetics, Deformation, Base Course

• Abstract:

  Unbound Base Layers Deform Under Load And Contribute To The Accumulation Of Ruts. Therefore, This Study Was Concerned With Studying The Effect Of Reinforcement On The Behavior Of Unbound Granular Material That Used Inflexible Pavement Layers As A Base Co

---

Other Details

• Paper id:

  IJSARTV3I18287

• Published in:

  Volume: 3 Issue: 1 January 2017

• Publication Date:

  2017-01-30

Download Article