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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM42412

An Experimental Investigation on usage of Geogrids in Flexible pavement Design

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM42412

Volume:

9 |

3 |

Mar 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

VK1

Vivek Kumar 1

MKR

Mithun Kumar Rana2

PKK

Pushpendra Kumar Kushwaha3

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Abstract

There are two main application areas for geogrid reinforcement in permanent paved roads.They are subgrade stabilization and base reinforcement. The kind of subgrade, subbase, and base course materials have a significant impact on the pavement’s strength and lifespan.However, the majority of flexible pavements in India are built primarily over troublesome and poor subgrade. Base reinforcement increases the pavement’s ability to support loads during repeated traffic by placing geogrids at the bottom of unbound layers of a flexible pavement system. The geogrid serves a critical function in subgrade stabilization applications by providing a construction platform over weak subgrades. This enables the transport of equipment and facilitates the construction of the pavement system while minimizing excessive deformations in the subgrade.Increased pavement thickness is required when the subgrades exhibit a relatively low California Bearing Ratio (CBR).

KEYWORDS

Geogrids Reinforcement CBR Value Flexible Pavement Subgrade Highway Design Expansive Soil

Cite This Article

Vivek Kumar 1, Mithun Kumar Rana2, Pushpendra Kumar Kushwaha3, "An Experimental Investigation on usage of Geogrids in Flexible pavement Design," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 3, Mar 2025.

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Publication Date

3/16/2025

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Review Rounds: 2

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