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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/15500
Title: Numerical Modelling of Prestressed Geogrid Reinforced Soil for Adjacent Square Footing
Authors: Das S.K.
Samadhiya, Narendra Kumar
Farid A.
Reddy K.R.
Yesiller N.
De A.
Zekkos D.
Published in: Proceedings of Geotechnical Special Publication
Abstract: Prestressing the geosynthetics offers a very quick and safe method of improving the poor ground conditions. This paper aims to find out the effect of prestressing the geogrid layer and the effect of adjacency of footing for unreinforced (UR), geogrid reinforced (GR) and prestressed geogrid reinforced (PGR) soil on the load bearing pressure and the settlement characteristics by using the software PLAXIS 3D. The PGR soil has enhanced the bearing pressure of the UR soil by almost 500 % and reduced the settlement by almost 88 % whereas the bearing pressure has increased 200 w.r.t. conventional GR soil and the settlement has reduced by 67%. The zone of influence has also gone up by 67 % for PGR soil w.r.t. UR soil and 25% w.r.t GR soil. ¬© ASCE.
Citation: Proceedings of Geotechnical Special Publication, (2016), 827- 835
URI: https://doi.org/10.1061/9780784480144.082
http://repository.iitr.ac.in/handle/123456789/15500
Issue Date: 2016
Publisher: American Society of Civil Engineers (ASCE)
Keywords: Geosynthetic materials
Prestressing
Reinforcement
Bearing pressure
Geogrid layers
Geosynthetics
Ground conditions
Reinforced soil
Settlement characteristics
Square footings
Zone of influences
Soils
ISSN: 8950563
Author Scopus IDs: 57213459976
6506534111
Author Affiliations: Das, S.K., Indian Institute of Technology Kanpur, Kanpur, 208016, India
Samadhiya, N.K., Indian Institute of Technology Roorkee, Roorkee, 247667, India
Appears in Collections:Conference Publications [CE]

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