Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/14967
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dc.contributor.authorKeerthana C.
dc.contributor.authorVibhoosha M.P.
dc.contributor.authorBhasi A.
dc.date.accessioned2021-05-05T10:16:06Z-
dc.date.available2021-05-05T10:16:06Z-
dc.date.issued2021
dc.identifier.citationLecture Notes in Civil Engineering , Vol. 83 , , p. 381 - 390en_US
dc.identifier.urihttps://doi.org/10.1007/978-981-15-5644-9_28
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/14967-
dc.description.abstractConstruction of embankments on weak foundation soils is a challenging task for civil engineers due to excessive settlement, bearing capacity failure and slope stability issues. To solve this problem, a variety of ground improvement techniques, including vertical drains, grouting, complete soil replacement, geosynthetic reinforcement and piling, are adopted. Geosynthetics provides an alternative and economical solution and has been increasingly applied as reinforcement in embankments on soft soil. In the present study, 3D numerical analyses using the finite element program ABAQUS was carried out to study the time-dependent behaviour of geogrid reinforced embankment. Parametric studies were carried out by varying the height of the embankment. © 2021, Springer Nature Singapore Pte Ltd.en_US
dc.titleNumerical Analyses of Geogrid Reinforced Embankment Over Soft Clayen_US
dc.typeConference Paperen_US
Appears in Collections:2. Conference Papers

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