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Numerical Modeling of Geogrid Reinforced Sand Beds by PLAXIS

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In this paper a study on the influence of geogrid on the bearing capacity of square footing supported on sand beds subjected to vertical loading using PLAXIS has been presented. Simulations are also done with planar geogrid layers and soil beds without any reinforcement to compare the efficacy of the geogrid reinforcement. The results show that the footing pressures are well distributed within the geogrid mattress and transfer the same to a wider area of the sub soil below.

Document Type: Research Article

Publication date: 01 August 2012

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  • ADVANCED SCIENCE LETTERS is an international peer-reviewed journal with a very wide-ranging coverage, consolidates research activities in all areas of (1) Physical Sciences, (2) Biological Sciences, (3) Mathematical Sciences, (4) Engineering, (5) Computer and Information Sciences, and (6) Geosciences to publish original short communications, full research papers and timely brief (mini) reviews with authors photo and biography encompassing the basic and applied research and current developments in educational aspects of these scientific areas.
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