Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil
Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model...
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| Format: | Article |
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Techno-Press, Ltd.
2014
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| _version_ | 1796859788885229568 |
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| author | Niroumand, Hamed Kassim, Khairul Anuar |
| author_facet | Niroumand, Hamed Kassim, Khairul Anuar |
| author_sort | Niroumand, Hamed |
| collection | ePrints |
| description | Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model was also carried out with 200 mm and 300 mm diameter of rectangular plates in sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 200 mm and 300 mm computed maximum displacements were excellent for rectangular anchor plates. Numerical analysis using rectangular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in dense and loose packing of cohesionless soil. |
| first_indexed | 2024-03-05T19:32:25Z |
| format | Article |
| id | utm.eprints-52794 |
| institution | Universiti Teknologi Malaysia - ePrints |
| last_indexed | 2024-03-05T19:32:25Z |
| publishDate | 2014 |
| publisher | Techno-Press, Ltd. |
| record_format | dspace |
| spelling | utm.eprints-527942018-07-04T11:49:46Z http://eprints.utm.my/52794/ Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil Niroumand, Hamed Kassim, Khairul Anuar TA Engineering (General). Civil engineering (General) Uplift response of rectangular anchor plates has been investigated in physical model tests and numerical simulation using Plaxis. The behavior of rectangular plates during uplift test was studied by experimental data and finite element analyses in cohesionless soil. Validation of the analysis model was also carried out with 200 mm and 300 mm diameter of rectangular plates in sand. Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 200 mm and 300 mm computed maximum displacements were excellent for rectangular anchor plates. Numerical analysis using rectangular anchor plates was conducted based on hardening soil model (HSM). The research has showed that the finite element results gives higher than the experimental findings in dense and loose packing of cohesionless soil. Techno-Press, Ltd. 2014 Article PeerReviewed Niroumand, Hamed and Kassim, Khairul Anuar (2014) Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil. Geomechanics and Engineering, 6 (4). pp. 341-358. ISSN 2005-307X http://dx.doi.org/10.12989/gae.2014.6.4.341 DOI: 10.12989/gae.2014.6.4.341 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Niroumand, Hamed Kassim, Khairul Anuar Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title | Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title_full | Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title_fullStr | Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title_full_unstemmed | Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title_short | Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| title_sort | experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil |
| topic | TA Engineering (General). Civil engineering (General) |
| work_keys_str_mv | AT niroumandhamed experimentalandnumericalmodelingofupliftbehaviorofrectangularplatesincohesionlesssoil AT kassimkhairulanuar experimentalandnumericalmodelingofupliftbehaviorofrectangularplatesincohesionlesssoil |