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Flexible Pavement Design as per IRC: 37-2012

Author(s):

Jheel A. Patel , BIRLA VISHVAKARMA MAHAVIDYALAYA; Assistant Prof. A.A.Amin, BIRLA VISHVAKARMA MAHAVIDYALAYA; Dr. L. B. Zala, BIRLA VISHVAKARMA MAHAVIDYALAYA; Mr. Hardik Sukhadia, Ashish Infracon Pvt. Ltd

Keywords:

Pavement Design, Fatigue Criteria, Rutting Criteria, IITPAVE

Abstract

This paper focuses at proposing a design pavement with the use of IIT PAVE and IRC: 37 - 2012 for a stretch of Balasinor to Dev Junction in Mahisagar District of Gujarat state, the existing traffic on the particular stretch of SH-2 was 1386 CVPD. The pavement is designed for calculated MSA and with the obtained values of horizontal and a vertical strain was calculated according. The actual design of MSA would be calculated and checked for the fatigue and rutting type of failure for a design life of 15 years. Resilience modulus is calculated and the proposed designed of pavement thickness provided. Existing CBR value was taken from soil investigation. According to the IRC 37-2012 guideline if the CBR value varies at every KM than 90th Percentile CBR value was taken for a design that criteria also are taken into consideration in this research paper. From the outcome of analysis shows that the Tensile strain on the bottom of BC (ε_t), a compressive strain on the top of Subgrade (ε_v) for new pavement was within the permissible limit.

Other Details

Paper ID: IJSRDV6I40257
Published in: Volume : 6, Issue : 4
Publication Date: 01/07/2018
Page(s): 241-245

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