Reinforcement in concrete piles embedded in sand
In this study, the necessity of reinforcement in concrete pile (bored or driven) is assessed. The soil was assumed to be unsaturated and homogeneous sandy soil. Throughout the study, a finite element computer program was used and the pile was modeled as a beam-on-elastic foundation. The soil is repr...
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| Format: | Article |
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Academic Journals
2010
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| _version_ | 1825719353837879296 |
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| author | Salman, F.A. Mohammed, M.M. Shirazi, S.M. Jameel, Mohammed |
| author_facet | Salman, F.A. Mohammed, M.M. Shirazi, S.M. Jameel, Mohammed |
| author_sort | Salman, F.A. |
| collection | UM |
| description | In this study, the necessity of reinforcement in concrete pile (bored or driven) is assessed. The soil was assumed to be unsaturated and homogeneous sandy soil. Throughout the study, a finite element computer program was used and the pile was modeled as a beam-on-elastic foundation. The soil is represented by discrete spring. The stiffness of each spring is considered to be linearly variable with depth. The moment loading, lateral loading, pile length, pile diameter, in addition to the angle of internal friction and soil density were taken as parameter to study their effect on the extent of reinforcement along the pile shaft. It is concluded that for piles embedded in sand, a length of reinforcement not less than 40 of pile length for bored piles and 20 for driven piles is needed. |
| first_indexed | 2024-03-06T05:18:28Z |
| format | Article |
| id | um.eprints-7314 |
| institution | Universiti Malaya |
| last_indexed | 2024-03-06T05:18:28Z |
| publishDate | 2010 |
| publisher | Academic Journals |
| record_format | dspace |
| spelling | um.eprints-73142019-03-20T08:12:23Z http://eprints.um.edu.my/7314/ Reinforcement in concrete piles embedded in sand Salman, F.A. Mohammed, M.M. Shirazi, S.M. Jameel, Mohammed TA Engineering (General). Civil engineering (General) In this study, the necessity of reinforcement in concrete pile (bored or driven) is assessed. The soil was assumed to be unsaturated and homogeneous sandy soil. Throughout the study, a finite element computer program was used and the pile was modeled as a beam-on-elastic foundation. The soil is represented by discrete spring. The stiffness of each spring is considered to be linearly variable with depth. The moment loading, lateral loading, pile length, pile diameter, in addition to the angle of internal friction and soil density were taken as parameter to study their effect on the extent of reinforcement along the pile shaft. It is concluded that for piles embedded in sand, a length of reinforcement not less than 40 of pile length for bored piles and 20 for driven piles is needed. Academic Journals 2010 Article PeerReviewed Salman, F.A. and Mohammed, M.M. and Shirazi, S.M. and Jameel, Mohammed (2010) Reinforcement in concrete piles embedded in sand. International Journal of the Physical Sciences, 5 (15). pp. 2259-2271. ISSN 1992-1950, |
| spellingShingle | TA Engineering (General). Civil engineering (General) Salman, F.A. Mohammed, M.M. Shirazi, S.M. Jameel, Mohammed Reinforcement in concrete piles embedded in sand |
| title | Reinforcement in concrete piles embedded in sand |
| title_full | Reinforcement in concrete piles embedded in sand |
| title_fullStr | Reinforcement in concrete piles embedded in sand |
| title_full_unstemmed | Reinforcement in concrete piles embedded in sand |
| title_short | Reinforcement in concrete piles embedded in sand |
| title_sort | reinforcement in concrete piles embedded in sand |
| topic | TA Engineering (General). Civil engineering (General) |
| work_keys_str_mv | AT salmanfa reinforcementinconcretepilesembeddedinsand AT mohammedmm reinforcementinconcretepilesembeddedinsand AT shirazism reinforcementinconcretepilesembeddedinsand AT jameelmohammed reinforcementinconcretepilesembeddedinsand |