RUTTING PERFORMANCE EVALUATION OF DBM-II BY USING RCRA INSTRUMENT

Authors

  • Praveen kumar P Department of Civil engineering, Sri Krishnarajendra Silver Jubilee Technological Institute, Bengaluru-01
  • Kiran kumar B V Departmente of Civil engineering, Sri Krishnarajendra Silver Jubilee Technological Institute, Bengaluru-01
  • Manjunatha N Department of Civil engineering, Sri Krishnarajendra Silver Jubilee Technological Institute, Bengaluru-01

Keywords:

Job Mix Formula, Dense Bituminous macadam, Optimum Binder Content, Marshall Stability, Roller compactor cum Rut Analyzer

Abstract

In India majority of roads are constructed by Flexible pavements. Where in maximum distress is in the
form of fatigue cracking or permanent deformation i,e; Rutting. The channelized depression in the wheel path due to
heavy repetitive load is called Rutting. In this present work the main task is to find out Optimum Binder Content
(OBC) for Dense Bituminous Macadam (DBM) of grade 2 and finding out of Marshall Stability by adding different
percentage of plastic waste. By using RCRA instrument Rutting performance of Dense Bituminous Macadam of grade
2 (DBM) and plastic added DBM-2 for pavement temperature 300C, 500C and 700C are find out and compared.

Published

2017-10-25

How to Cite

Praveen kumar P, Kiran kumar B V, & Manjunatha N. (2017). RUTTING PERFORMANCE EVALUATION OF DBM-II BY USING RCRA INSTRUMENT. International Journal of Advance Research in Engineering, Science & Technology, 4(10), 14–22. Retrieved from https://ijarest.org/index.php/ijarest/article/view/1748

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