Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatel R.M.
dc.contributor.authorJayalekshmi B.R.
dc.contributor.authorShivashankar R.
dc.identifier.citationTransportation Infrastructure Geotechnology Vol. , , p. -en_US
dc.description.abstractBasal geosynthetic reinforced pile-supported embankments are proven as the more appropriate ground improvement technique for constructing embankments for roads over very soft clay deposits and approach roads or embankments to bridges. Numerous experimental and analytical works are available on the soil arching phenomenon of geosynthetic reinforced piled embankments subjected to static loading conditions. This study attempts to evaluate the stress distribution and soil arching in geosynthetic reinforced pile-supported embankments subjected to seismic excitations. Time-history analysis has been performed on the basal geogrid reinforced pile-supported embankments by varying the height of embankment and tensile modulus of geogrid. Analyses of results show that for α (the ratio of height of embankment to pile centre to centre spacing) less than or equal to 4.5, a geogrid tensile modulus of 3000 kN/m is sufficient to withstand vertical stresses due to earthquakes. And for the considered embankment height and pile diameter when α nearly equal to 4.5, differential settlements are very less irrespective of seismic excitations. © 2021, The Author(s), under exclusive licence to Springer Science+Business Media, LLC part of Springer Nature.en_US
dc.titleStress Distribution in Basal Geogrid Reinforced Pile-Supported Embankments Under Seismic Loadsen_US
Appears in Collections:1. Journal Articles

Files in This Item:
There are no files associated with this item.

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.