Geosynthetic stabilized flexible pavements: a critical appraisal for Indian scenario

Show simple item record

dc.contributor.author Kolli, Mohan Krishna
dc.contributor.author Prashant, Amit
dc.contributor.author Rao, Guda Venkatappa
dc.coverage.spatial India
dc.date.accessioned 2012-09-26T07:22:31Z
dc.date.available 2012-09-26T07:22:31Z
dc.date.issued 2021-01
dc.identifier.citation Kolli, Mohan Krishna; Prashant, Amit and Rao, Guda Venkatappa, "Geosynthetic stabilized flexible pavements: a critical appraisal for Indian scenario", Indian Journal of Geosynthetics and Ground Improvement, vol. 10, no. 1, Jan. 2021. en_US
dc.identifier.issn 2277-5625
dc.identifier.issn 2277-5633
dc.identifier.uri https://www.indianjournals.com/ijor.aspx?target=ijor:igs&volume=10&issue=1&article=001
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/6645
dc.description.abstract The Guidelines of Indian Roads Congress IRC:SP: 59-2019 provide the design methodology for the use of geosynthetics in fexible pavements for the first time in India. The design methodology is based on a Mechanistic-Empirical (M-E) design method and the concept of Modulus Improvement Factor (MIF) for the reinforcement efect in granular layers. The design concepts of M-E design procedure and a brief history of the mechanical stabilization of fexible pavements have been presented in this article to beneft Indian pavement engineers. A parametric analysis has been conducted using the M-E design method for diferent subgrade strengths to quantify the efects of stabilization of granular layers in fexible pavements. The Base Course Reduction (BCR) values attained for geogrid and geocell stabilization of the granular layer is presented. It is observed that both geogrid and geocell stabilization have resulted in considerable BCR values for all the subgrade strengths but with higher reduction attained for low subgrade strengths and higher trafc. The reductions obtained for stabilization with geocell appears to be higher due to its high MIF values, but designers need to evaluate the cost optimization possibilities for specifc projects.
dc.description.statementofresponsibility by Krishna Kolli Mohan, Prashant Amit and Rao Guda Venkatappa
dc.format.extent vol. 10, no. 1
dc.language.iso en_US en_US
dc.publisher International Geosynthetics Society (INDIA) en_US
dc.subject Geogrid en_US
dc.subject Geocell en_US
dc.subject Glass Grid en_US
dc.subject Asphalt Interlayer Composite en_US
dc.subject Geotextile en_US
dc.subject Subgrade Stabilization en_US
dc.subject Mechanistic-Emperical Design Method en_US
dc.subject Modulus Improvement Factor en_US
dc.subject Base Course Reduction en_US
dc.subject CBR en_US
dc.title Geosynthetic stabilized flexible pavements: a critical appraisal for Indian scenario en_US
dc.type Article en_US
dc.relation.journal Indian Journal of Geosynthetics and Ground Improvement


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record

Search Digital Repository


Browse

My Account