BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD
This research presents and discuss the results of experimental investigation carried out on geogrids model to study the behavior of geogrid in the loose sandy soil. The effect of location eccentricity, depth of first layer of reinforcement, vertical spacing, number and type of reinforcement layers...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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University of Baghdad
2010-06-01
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| Series: | Journal of Engineering |
| Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2613 |
| _version_ | 1797301112940789760 |
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| author | Mosa J. Al-Mosawe Aamal A. Al-Saidi Faris W. Jawad |
| author_facet | Mosa J. Al-Mosawe Aamal A. Al-Saidi Faris W. Jawad |
| author_sort | Mosa J. Al-Mosawe |
| collection | DOAJ |
| description |
This research presents and discuss the results of experimental investigation carried out on geogrids model to study the behavior of geogrid in the loose sandy soil. The effect of location eccentricity, depth of first layer of reinforcement, vertical spacing, number and type of reinforcement layers have been investigated. The results indicated that the percentage of bearing improvement a bout (22 %) at number of reinforced layers N=1 and about (47.5%) at number of reinforced layers N=2 for different Eccentricity values when depth ratio and vertical spacing between layers are (0.5B and 0.75B) respectively.
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| first_indexed | 2024-03-07T23:17:43Z |
| format | Article |
| id | doaj.art-2f829381db874ded8b21e2a824c99b26 |
| institution | Directory Open Access Journal |
| issn | 1726-4073 2520-3339 |
| language | English |
| last_indexed | 2024-03-07T23:17:43Z |
| publishDate | 2010-06-01 |
| publisher | University of Baghdad |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj.art-2f829381db874ded8b21e2a824c99b262024-02-21T09:48:52ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392010-06-01160210.31026/j.eng.2010.02.17BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOADMosa J. Al-MosaweAamal A. Al-SaidiFaris W. Jawad This research presents and discuss the results of experimental investigation carried out on geogrids model to study the behavior of geogrid in the loose sandy soil. The effect of location eccentricity, depth of first layer of reinforcement, vertical spacing, number and type of reinforcement layers have been investigated. The results indicated that the percentage of bearing improvement a bout (22 %) at number of reinforced layers N=1 and about (47.5%) at number of reinforced layers N=2 for different Eccentricity values when depth ratio and vertical spacing between layers are (0.5B and 0.75B) respectively. https://joe.uobaghdad.edu.iq/index.php/main/article/view/2613 |
| spellingShingle | Mosa J. Al-Mosawe Aamal A. Al-Saidi Faris W. Jawad BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD Journal of Engineering |
| title | BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD |
| title_full | BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD |
| title_fullStr | BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD |
| title_full_unstemmed | BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD |
| title_short | BEARING CAPACITY OF SQUARE FOOTING ON GEOGRID-REINFORCED LOOSE SAND TO RESIST ECCENTRIC LOAD |
| title_sort | bearing capacity of square footing on geogrid reinforced loose sand to resist eccentric load |
| url | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2613 |
| work_keys_str_mv | AT mosajalmosawe bearingcapacityofsquarefootingongeogridreinforcedloosesandtoresisteccentricload AT aamalaalsaidi bearingcapacityofsquarefootingongeogridreinforcedloosesandtoresisteccentricload AT fariswjawad bearingcapacityofsquarefootingongeogridreinforcedloosesandtoresisteccentricload |