Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil
The unacceptable nonlinear force on subsoil results in unallowable settlement, deformation and failure of soil foundation. The simulation of dynamic force propagation in saturated sand has been done by several researchers. The dynamic force induces pore water pressure and causes dynamic liquefacti...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Electronic Journal of Geotechnical Engineering
2014
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| Online Access: | http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf |
| _version_ | 1825821708067536896 |
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| author | Fadzil, Mat Yahaya Namdar, Abdoullah |
| author_facet | Fadzil, Mat Yahaya Namdar, Abdoullah |
| author_sort | Fadzil, Mat Yahaya |
| collection | UMP |
| description | The unacceptable nonlinear force on subsoil results in unallowable settlement, deformation and failure of soil foundation. The simulation of dynamic force propagation in
saturated sand has been done by several researchers. The dynamic force induces pore water pressure and causes dynamic liquefaction in sandy subsoil. The characteristics of dynamic force along with the mechanical properties of soil are responsible for magnitude of dynamic liquefaction and time to failure of soil . In this paper, the effect of dynamic force propagation and dynamic pore water pressure on liquefied sand in associate to soil mechanical properties has been evaluated. To mitigate differential settlement of footing, a simple
sandy semi-confined column has been proposed. The outcome of study has been revealed near realistic behavior of liquefaction and time to failure of footing. |
| first_indexed | 2024-03-06T11:45:36Z |
| format | Article |
| id | UMPir5951 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T11:45:36Z |
| publishDate | 2014 |
| publisher | Electronic Journal of Geotechnical Engineering |
| record_format | dspace |
| spelling | UMPir59512015-03-03T09:27:25Z http://umpir.ump.edu.my/id/eprint/5951/ Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil Fadzil, Mat Yahaya Namdar, Abdoullah TA Engineering (General). Civil engineering (General) The unacceptable nonlinear force on subsoil results in unallowable settlement, deformation and failure of soil foundation. The simulation of dynamic force propagation in saturated sand has been done by several researchers. The dynamic force induces pore water pressure and causes dynamic liquefaction in sandy subsoil. The characteristics of dynamic force along with the mechanical properties of soil are responsible for magnitude of dynamic liquefaction and time to failure of soil . In this paper, the effect of dynamic force propagation and dynamic pore water pressure on liquefied sand in associate to soil mechanical properties has been evaluated. To mitigate differential settlement of footing, a simple sandy semi-confined column has been proposed. The outcome of study has been revealed near realistic behavior of liquefaction and time to failure of footing. Electronic Journal of Geotechnical Engineering 2014 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf Fadzil, Mat Yahaya and Namdar, Abdoullah (2014) Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil. The Electronic Journal of Geotechnical Engineering (EJGE), 19. pp. 1501-1517. ISSN 1089-3032. (Published) http://www.ejge.com/2014/Ppr2014.147ma.pdf |
| spellingShingle | TA Engineering (General). Civil engineering (General) Fadzil, Mat Yahaya Namdar, Abdoullah Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title | Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title_full | Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title_fullStr | Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title_full_unstemmed | Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title_short | Recent Advances on Study of Liquefaction and Time to Failure of Sandy Subsoil |
| title_sort | recent advances on study of liquefaction and time to failure of sandy subsoil |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/5951/1/fkasa-2-14-fadzil-Recent_Advances_EJGE.pdf |
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