Experimental investigation of model piles subject to lateral load in cohesionless soil
In this research work, the way piles behave in sandy soil and are exposed to lateral forces was examined experimentally by using several lab examinations. These tests were performed on a model of steel piles, including a closed-ended circular pile, a closed-ended square pile, and an H pile. The outc...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2024-01-01
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| Series: | BIO Web of Conferences |
| Online Access: | https://www.bio-conferences.org/articles/bioconf/pdf/2024/16/bioconf_iscku2024_00096.pdf |
| _version_ | 1797213247606095872 |
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| author | Al-Fahham Nabaa A. Al-Jazaairry Ali A. |
| author_facet | Al-Fahham Nabaa A. Al-Jazaairry Ali A. |
| author_sort | Al-Fahham Nabaa A. |
| collection | DOAJ |
| description | In this research work, the way piles behave in sandy soil and are exposed to lateral forces was examined experimentally by using several lab examinations. These tests were performed on a model of steel piles, including a closed-ended circular pile, a closed-ended square pile, and an H pile. The outcomes of the experimental tests were presented as load-displacement diagrams to examine how pile length and shape affected lateral load capability. Moreover, along the length of the pile, the bending moments were obtained and presented as relationships between the bending moment and the pile length. Therefore, it can be said that piles' capacity to support lateral loads rises with increasing pile length for each of the study's pile shapes. Additionally, it finds that the H-pile has a greater lateral load capacity and maximum bending moment than other piles. |
| first_indexed | 2024-04-24T10:55:15Z |
| format | Article |
| id | doaj.art-51ca19af2c7d4ba8baf714cd3fd0e150 |
| institution | Directory Open Access Journal |
| issn | 2117-4458 |
| language | English |
| last_indexed | 2024-04-24T10:55:15Z |
| publishDate | 2024-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | BIO Web of Conferences |
| spelling | doaj.art-51ca19af2c7d4ba8baf714cd3fd0e1502024-04-12T07:36:22ZengEDP SciencesBIO Web of Conferences2117-44582024-01-01970009610.1051/bioconf/20249700096bioconf_iscku2024_00096Experimental investigation of model piles subject to lateral load in cohesionless soilAl-Fahham Nabaa A.0Al-Jazaairry Ali A.1Civil Engineering Department, University of KufaCivil Engineering Department, University of KufaIn this research work, the way piles behave in sandy soil and are exposed to lateral forces was examined experimentally by using several lab examinations. These tests were performed on a model of steel piles, including a closed-ended circular pile, a closed-ended square pile, and an H pile. The outcomes of the experimental tests were presented as load-displacement diagrams to examine how pile length and shape affected lateral load capability. Moreover, along the length of the pile, the bending moments were obtained and presented as relationships between the bending moment and the pile length. Therefore, it can be said that piles' capacity to support lateral loads rises with increasing pile length for each of the study's pile shapes. Additionally, it finds that the H-pile has a greater lateral load capacity and maximum bending moment than other piles.https://www.bio-conferences.org/articles/bioconf/pdf/2024/16/bioconf_iscku2024_00096.pdf |
| spellingShingle | Al-Fahham Nabaa A. Al-Jazaairry Ali A. Experimental investigation of model piles subject to lateral load in cohesionless soil BIO Web of Conferences |
| title | Experimental investigation of model piles subject to lateral load in cohesionless soil |
| title_full | Experimental investigation of model piles subject to lateral load in cohesionless soil |
| title_fullStr | Experimental investigation of model piles subject to lateral load in cohesionless soil |
| title_full_unstemmed | Experimental investigation of model piles subject to lateral load in cohesionless soil |
| title_short | Experimental investigation of model piles subject to lateral load in cohesionless soil |
| title_sort | experimental investigation of model piles subject to lateral load in cohesionless soil |
| url | https://www.bio-conferences.org/articles/bioconf/pdf/2024/16/bioconf_iscku2024_00096.pdf |
| work_keys_str_mv | AT alfahhamnabaaa experimentalinvestigationofmodelpilessubjecttolateralloadincohesionlesssoil AT aljazaairryalia experimentalinvestigationofmodelpilessubjecttolateralloadincohesionlesssoil |