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Geogrids are increasingly used as reinforcement in road embankments in soft soils. The aim of this study is to determine the optimum strength of embankment with or without geogrid and the placement of multilayer geogrid for least deformation, taking into account the permissible displacement and load. It was carried out with the finite element method using PLAXIS 2D. In this study, three types of sequential modeling were carried out: first, the stability of the road embankment without reinforcement was analyzed; secondly, the stability of the model-reinforced embankment with different tensile strength of the geogrid and In last,we calculated the allowable load on embankment after placement of multilayer geogrid for least deformation in embankment was examined.
"Analysis of Geogrid Reinforced Road Embankment using PLAXIS 2D", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.6, Issue 8, page no.1 - 4, August-2021, Available :http://www.ijrti.org/papers/IJRTI2108001.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator