Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/14970
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSreya M.V.
dc.contributor.authorMakkar F.M.
dc.contributor.authorSankar N.
dc.contributor.authorChandrakaran S.
dc.date.accessioned2021-05-05T10:16:06Z-
dc.date.available2021-05-05T10:16:06Z-
dc.date.issued2020
dc.identifier.citationLecture Notes in Civil Engineering , Vol. 85 , , p. 959 - 968en_US
dc.identifier.urihttps://doi.org/10.1007/978-981-15-6086-6_76
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/14970-
dc.description.abstractThe use of continuous geosynthetic inclusions is involved in traditional soil reinforcing techniques such as geotextiles or geogrids, which are strong in tensile resistance. They protect the environment and promote a stronger planet by conserving energy and the earth’s resources through the production of durable and sustainable structures. In the present investigation, a numerical analysis is performed to understand the behavior of a square footing resting on geogrid reinforced soil. The numerical simulations were carried out using a three-dimensional FEM software, PLAXIS 3D. The numerical model was systematically validated with the results obtained from experimental studies. The effect of various factors such as embedment depth of first layer, spacing between consecutive layers and the multi-layers of the reinforcing elements are studied. It is observed that, four numbers of geogrid elements give the maximum bearing capacity ratio of 3.51 for an optimum depth of first layer and the spacing of 0.25B. © 2020, Springer Nature Singapore Pte Ltd.en_US
dc.titleNumerical Modelling of 2D Geogrid Reinforced Sand Beden_US
dc.typeConference Paperen_US
Appears in Collections:2. Conference Papers

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.