Investigating the Mechanical Behavior of Reclaimed Asphalt Pavement (RAP) Bases in Large Scale Test Box

Authors : Ayşegül Güneş SEFEROĞLU, Mehmet Tevfik SEFEROĞLU, Muhammet Vefa AKPINAR

Pages : 9581-9596

Doi:10.18400/tekderg.416812

View : 7 | Download : 4

Publication Date : 2019-11-01

Article Type : Research Paper

Abstract :The objective of this research is to assess the elastic deformations and permanent strains of reclaimed asphalt pavement insert ignore into journalissuearticles values(RAP); material as a base layer when it is treated or untreated with puzzolanic cement under cyclic loads. A large-scale cyclic plate loading testing insert ignore into journalissuearticles values(CPLT); device was developed for studying the mechanical characteristics of pavement base layer materials. When the RAP percentage of the mixtures increased, elastic deformations and permanent strains increased, but the opposite is true when the cement percentage increased. It was concluded that 100% RAP material can be used in base layers with 3% cement. The obtained deformation values and strain rates can be used as reasonable default design input values to be used by pavement designers when using RAP as a substitute for natural aggregate base layers.
Keywords : RAP, CPLT, elastic deformation, permanent strain