Benkelman Beam Deflection for Flexible Road Pavement


Authors : Dr. Vijaykumar Halakatti; Chandrika; Sumukh; Yashwanth Gowda; Suchithra

Volume/Issue : Volume 8 - 2023, Issue 5 - May

Google Scholar : https://bit.ly/3TmGbDi

Scribd : https://tinyurl.com/2a9yjzrm

DOI : https://doi.org/10.5281/zenodo.8031775

Abstract : The objective of overlay thickness design is to strengthen the existing flexible pavement with a suitable flexible pavement overlay so as to withstand the traffic loads during the desired design life. In the present case study, we are designing the overlay for existing flexible pavement. The study highlights the need of pavement evaluation and pavement evaluation measures for the road pavement in maddur.

Keywords : Road Pavement, Deflection, Cracks, Bituminous Macadam, Surface Coat, Liquid Limit, Plastic Limit and Moisture Content.

The objective of overlay thickness design is to strengthen the existing flexible pavement with a suitable flexible pavement overlay so as to withstand the traffic loads during the desired design life. In the present case study, we are designing the overlay for existing flexible pavement. The study highlights the need of pavement evaluation and pavement evaluation measures for the road pavement in maddur.

Keywords : Road Pavement, Deflection, Cracks, Bituminous Macadam, Surface Coat, Liquid Limit, Plastic Limit and Moisture Content.

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