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Volume 12 Issue 07
July 2026
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Author(s)
K.Dasharath M.Harish Kumar
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
Keywords
Flexible Pavement
Geosynthetics
Deformation
Base Course
Paper ID
IJSARTV3I18287
Publication Date
January 30, 2017
Research Area
Transport Engineering