Influence of Geometrical Parameters of Geocell Reinforcement on the Load Carrying Capacity of Footing
A detailed numerical analysis has been accomplished to explore the influence of geometrical parameters of geocell reinforcement on the load carrying behavior of footing using three-dimensional finite element techniques. The influencing parameters considered such as shape, height, pocket size, stiffn...
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| Published in: | Arabian journal for science and engineering (2011) Vol. 49; no. 10; pp. 13539 - 13557 |
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| Abstract | A detailed numerical analysis has been accomplished to explore the influence of geometrical parameters of geocell reinforcement on the load carrying behavior of footing using three-dimensional finite element techniques. The influencing parameters considered such as shape, height, pocket size, stiffness of geocell reinforcement, and friction angle of infill materials. Results indicate that the inclusion of the geocell reinforcement irrespective of the shape of geocells significantly enhances the strength and stiffness of the foundation system. However, the pressure-settlement behavior is noticeably influenced by the shape of the geocells. The load carrying capacity is found to be minimum for square shaped (i.e., 400 kPa) followed by circular, diamond, and honeycomb shapes (i.e., 1000 kPa) of geocells. With increase in height of geocell mattress, the performance of the foundation system increases noticeably. The findings indicate that the load bearing capacity increases significantly up to a height ratio (
H
/
B
) of 1.5, beyond which further increment found to be marginal. Additionally, the efficacy of the system improves with increase in stiffness of reinforcement and reduces with increase in geocell pocket size. Furthermore, it is evident that the higher frictional angle of the soil mobilizes enhanced resistance on the interface, improving the overall performance. |
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| AbstractList | A detailed numerical analysis has been accomplished to explore the influence of geometrical parameters of geocell reinforcement on the load carrying behavior of footing using three-dimensional finite element techniques. The influencing parameters considered such as shape, height, pocket size, stiffness of geocell reinforcement, and friction angle of infill materials. Results indicate that the inclusion of the geocell reinforcement irrespective of the shape of geocells significantly enhances the strength and stiffness of the foundation system. However, the pressure-settlement behavior is noticeably influenced by the shape of the geocells. The load carrying capacity is found to be minimum for square shaped (i.e., 400 kPa) followed by circular, diamond, and honeycomb shapes (i.e., 1000 kPa) of geocells. With increase in height of geocell mattress, the performance of the foundation system increases noticeably. The findings indicate that the load bearing capacity increases significantly up to a height ratio (
H
/
B
) of 1.5, beyond which further increment found to be marginal. Additionally, the efficacy of the system improves with increase in stiffness of reinforcement and reduces with increase in geocell pocket size. Furthermore, it is evident that the higher frictional angle of the soil mobilizes enhanced resistance on the interface, improving the overall performance. |
| Author | Choudhary, Anil Kumar Choudhary, Awdhesh Kumar Gupta, Aishwarya Kumar, Ashutosh |
| Author_xml | – sequence: 1 givenname: Ashutosh surname: Kumar fullname: Kumar, Ashutosh organization: Department of Civil Engineering, National Institute of Technology Jamshedpur – sequence: 2 givenname: Aishwarya surname: Gupta fullname: Gupta, Aishwarya organization: Department of Civil Engineering, National Institute of Technology Jamshedpur – sequence: 3 givenname: Awdhesh Kumar surname: Choudhary fullname: Choudhary, Awdhesh Kumar email: awdhesh.ce@nitjsr.ac.in organization: Department of Civil Engineering, National Institute of Technology Jamshedpur – sequence: 4 givenname: Anil Kumar surname: Choudhary fullname: Choudhary, Anil Kumar organization: Department of Civil Engineering, National Institute of Technology Jamshedpur |
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| Cites_doi | 10.1179/1938636213Z.00000000043 10.1016/j.geotexmem.2009.12.007 10.1016/j.geotexmem.2009.03.005 10.1139/t93-046 10.1520/GTJ11122J 10.1016/j.engstruct.2023.116365 10.1061/(ASCE)GM.1943-5622.0001452 10.1680/jphmg.21.00009 10.1061/(ASCE)0733-9410(1996)122:4(326) 10.1016/j.geotexmem.2008.11.012 10.1016/j.geotexmem.2021.01.006 10.1016/j.geotexmem.2018.07.010 10.1139/t07-035 10.1680/gein.13.00001 10.1016/j.geotexmem.2012.10.006 10.1016/j.geotexmem.2013.09.001 10.1007/s11709-010-0020-7 10.1007/s10706-020-01360-z 10.1016/j.geotexmem.2009.09.003 10.1680/grim.2009.162.4.185 10.1093/cid/ciq238 10.1016/j.geotexmem.2018.12.009 10.1061/AJGEB6.0001187 10.1016/S0266-1144(01)00006-1 10.1139/T07-039 10.1007/s40891-015-0023-5 10.1080/17486025.2021.2007301 10.1007/s12205-020-2131-6 10.1016/j.geotexmem.2017.04.008 10.1016/S0266-352X(98)00008-1 10.1016/j.geotexmem.2014.11.009 10.1016/S0266-1144(03)00045-1 10.1139/t04-117 10.1080/17486025.2014.921334 10.1061/AJGEB6.0000219 10.1016/j.trgeo.2017.01.001 10.1139/cgj-2014-0387 10.1016/j.geotexmem.2017.11.008 10.1680/jgein.15.00039 10.1007/s40999-023-00826-4 10.1016/j.geotexmem.2008.03.002 10.1016/j.geotexmem.2013.01.001 10.1680/jgein.20.00042 10.3141/2045-11 10.1007/s10706-004-4008-8 10.1061/(ASCE)GM.1943-5622.0000433 10.1680/erass.34891 10.1016/j.geotexmem.2008.05.008 |
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| Copyright | King Fahd University of Petroleum & Minerals 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Keywords | PLAXIS3D Footing Geocells Shape of geocells Friction angle |
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| Title | Influence of Geometrical Parameters of Geocell Reinforcement on the Load Carrying Capacity of Footing |
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