Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach
Studies on how non-associated flow rules affect the performance of grouted tieback using the upper bound of limit analysis theory are relatively rare. In this paper, the expression of the collapse load of a single, inclined, rough grouted tieback subjected to axial static load placed in a frictional...
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Sciendo
2024-12-01
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| Series: | Selected Scientific Papers: Journal of Civil Engineering |
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| Online Access: | https://doi.org/10.2478/sspjce-2024-0001 |
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| author | Mekki Feriel |
| author_facet | Mekki Feriel |
| author_sort | Mekki Feriel |
| collection | DOAJ |
| description | Studies on how non-associated flow rules affect the performance of grouted tieback using the upper bound of limit analysis theory are relatively rare. In this paper, the expression of the collapse load of a single, inclined, rough grouted tieback subjected to axial static load placed in a frictional soil was determined by constructing a failure mechanism by combining a non-associated flow rule in the upper bound limit analysis technique and the linear Mohr-Coulomb yield criterion. The effects of variation of dilation angle, the soil friction angle, the grouted tieback’s angle of inclination, the bonded length, and the diameter of bonded length on the ultimate load were investigated. The results obtained from the present study clearly indicated that the dilation angle, the soil friction angle, the grouted tieback’s angle of inclination, and the bonded length all significantly affect the collapse load but the bonded length’s diameter has no effect on the critical load. |
| format | Article |
| id | doaj-art-b8f1123c3c1c47b2b2f03de0bdad2595 |
| institution | Kabale University |
| issn | 1338-7278 |
| language | English |
| publishDate | 2024-12-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Selected Scientific Papers: Journal of Civil Engineering |
| spelling | doaj-art-b8f1123c3c1c47b2b2f03de0bdad25952025-01-07T07:56:59ZengSciendoSelected Scientific Papers: Journal of Civil Engineering1338-72782024-12-0119110.2478/sspjce-2024-0001Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical ApproachMekki Feriel0Department of Architecture, Faculty of Earth Science, University of Badj Mokhtar, P.B.N°:12, Sidi Amar, Annaba, 23000, AlgeriaStudies on how non-associated flow rules affect the performance of grouted tieback using the upper bound of limit analysis theory are relatively rare. In this paper, the expression of the collapse load of a single, inclined, rough grouted tieback subjected to axial static load placed in a frictional soil was determined by constructing a failure mechanism by combining a non-associated flow rule in the upper bound limit analysis technique and the linear Mohr-Coulomb yield criterion. The effects of variation of dilation angle, the soil friction angle, the grouted tieback’s angle of inclination, the bonded length, and the diameter of bonded length on the ultimate load were investigated. The results obtained from the present study clearly indicated that the dilation angle, the soil friction angle, the grouted tieback’s angle of inclination, and the bonded length all significantly affect the collapse load but the bonded length’s diameter has no effect on the critical load.https://doi.org/10.2478/sspjce-2024-0001axial static loadbonded lengthdiameter of bonded lengthdilation angleperformance of grouted tieback |
| spellingShingle | Mekki Feriel Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach Selected Scientific Papers: Journal of Civil Engineering axial static load bonded length diameter of bonded length dilation angle performance of grouted tieback |
| title | Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach |
| title_full | Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach |
| title_fullStr | Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach |
| title_full_unstemmed | Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach |
| title_short | Investigation of the Effect of Dilation Angle of Soil on the Performance of Grouted Tieback Under Axial Static Load by Analytical Approach |
| title_sort | investigation of the effect of dilation angle of soil on the performance of grouted tieback under axial static load by analytical approach |
| topic | axial static load bonded length diameter of bonded length dilation angle performance of grouted tieback |
| url | https://doi.org/10.2478/sspjce-2024-0001 |
| work_keys_str_mv | AT mekkiferiel investigationoftheeffectofdilationangleofsoilontheperformanceofgroutedtiebackunderaxialstaticloadbyanalyticalapproach |