A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS
A general mixed finite element formulation (u - w - ) is presented in this paper. This formulation includes the inertia effects and the soil skeleton is considered compressible. The application of this formulation in solving soil dynamic problems of saturated sand is made by governing the boundary...
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| Format: | Article |
| Language: | English |
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University of Baghdad
2024-03-01
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| Series: | Journal of Engineering |
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| Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3377 |
| _version_ | 1797225362387632128 |
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| author | O.F. al-Damluji Y.J. al - Shakarchi Mohammed Yousif Fattah |
| author_facet | O.F. al-Damluji Y.J. al - Shakarchi Mohammed Yousif Fattah |
| author_sort | O.F. al-Damluji |
| collection | DOAJ |
| description |
A general mixed finite element formulation (u - w - ) is presented in this paper. This formulation includes the inertia effects and the soil skeleton is considered compressible. The application of this formulation in solving soil dynamic problems of saturated sand is made by governing the boundary conditions concerning the pore fluid pressure. A problem of soil column subjected to an instantly applied surface loal is solved. The solid skeleton and pore fluid pressure are each modelled with ten 4- noded isoparametric elements. The results are compared with those obtained by Zienkiewic z et al. (1988)' It is concluded that the undamped response of displacement and pore pressure oscillates significantly with the increase of time step lenght.
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| first_indexed | 2024-04-24T14:07:48Z |
| format | Article |
| id | doaj.art-9d75c131b2eb4ea19dd55eaad67e66e4 |
| institution | Directory Open Access Journal |
| issn | 1726-4073 2520-3339 |
| language | English |
| last_indexed | 2024-04-24T14:07:48Z |
| publishDate | 2024-03-01 |
| publisher | University of Baghdad |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj.art-9d75c131b2eb4ea19dd55eaad67e66e42024-04-03T09:57:17ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392024-03-0110110.31026/j.eng.2004.01.05A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDSO.F. al-DamlujiY.J. al - ShakarchiMohammed Yousif Fattah A general mixed finite element formulation (u - w - ) is presented in this paper. This formulation includes the inertia effects and the soil skeleton is considered compressible. The application of this formulation in solving soil dynamic problems of saturated sand is made by governing the boundary conditions concerning the pore fluid pressure. A problem of soil column subjected to an instantly applied surface loal is solved. The solid skeleton and pore fluid pressure are each modelled with ten 4- noded isoparametric elements. The results are compared with those obtained by Zienkiewic z et al. (1988)' It is concluded that the undamped response of displacement and pore pressure oscillates significantly with the increase of time step lenght. https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3377Plasticity model, saturated sand. Dynamic analysis |
| spellingShingle | O.F. al-Damluji Y.J. al - Shakarchi Mohammed Yousif Fattah A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS Journal of Engineering Plasticity model, saturated sand. Dynamic analysis |
| title | A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS |
| title_full | A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS |
| title_fullStr | A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS |
| title_full_unstemmed | A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS |
| title_short | A COUPLED DYNAMIC FINITE ELEMENT ANALYSIS OF SATURATED SANDS |
| title_sort | coupled dynamic finite element analysis of saturated sands |
| topic | Plasticity model, saturated sand. Dynamic analysis |
| url | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3377 |
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