DESIGN OF FLEXIBLE PAVEMENT

Author Name: *Sachin Kumar, **Manish Kumar, ***Rajesh Kumar, ****Shubham Singh, *****Pradeep Kumar and ******Manish Sharma

Volume: 01 &  Issue:

Country: INDIA

DOI NO.: NA, DOI Link: http://doi-ds.org/doilink/08.2020-25662434/

Affiliation:

1. 1-5 UG Student, Department of Civil Engineering, Rajkiya Engineering College, Bijnor,U.P
2.  ******Assistant Professor, Department of Civil Engineering, Rajkiya Engineering College, Bijnor,U.P
   E-Mail:Coolashishsharma8@gmail.com

ABSTRACT

Although several studies observed pavement responses after flooding, no detailed quantification has been done to date. This paper has estimated “Design of flexible pavement’s” with the help of “IRC-37, 2012” This was shown in the traffic design v/s thickness of pavement, the study of Traffic volume, Traffic count, and calculates traffic design with the help of IRC-37, 2012. (Use IS code formulae), CBR of strong pavement built to a high standard is the most flood – resilient, which may be adopted as a pre-flood strategy. Results obtained using CBR in Year 1 over the probability of flooding, and the loss of road strength and service life, as well as flood consequences, provided similar results. Road authorities should consider changing their roads to flood-resilient pavements in the future.

Key words: Road Deterioration, Modulus of Resilience, Flood Resilient Pavement, CBR, Traffic Volume Count.