Design and reanalysis of pile cap with five piles under eccentricity
Also available in printed version : TJ543 M34 2016 raf
| 主要作者: | |
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| 其他作者: | |
| 格式: | Bachelor thesis |
| 語言: | 英语 |
| 出版: |
Universiti Teknologi Malaysia
2025
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| 主題: | |
| 在線閱讀: | https://utmik.utm.my/handle/123456789/46981 |
| Abstract | Abstract here |
| _version_ | 1854975045773819904 |
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| author | Al-Esaei, Maged Abdullah Abdulhak |
| author2 | Azhar Ahmad, supervisor |
| author_facet | Azhar Ahmad, supervisor Al-Esaei, Maged Abdullah Abdulhak |
| author_sort | Al-Esaei, Maged Abdullah Abdulhak |
| description | Also available in printed version : TJ543 M34 2016 raf |
| format | Bachelor thesis |
| id | utm-123456789-46981 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-469812025-08-20T18:01:33Z Design and reanalysis of pile cap with five piles under eccentricity Al-Esaei, Maged Abdullah Abdulhak Azhar Ahmad, supervisor Eccentrics (Machinery) Also available in printed version : TJ543 M34 2016 raf The function of foundation in building system to let the load transfer from the column to the ground. Cracking and settlement of building are examples of issues that occur in foundation and to avoid that by having a proper design and construction of foundation. The issue that are encountered within the installation of pile cap does not consider within the design of pile cap. The possibility of pile eccentricity is highly to occur through the driven of pile. Therefore, a programme using computer supported was made in this study to solve the issues of design and analysis of pile cap due to the eccentricity. The method that is selected to analyze and design the pile cap is Beam Theory method due to its flexibility which is not limited to specific number of pile used for the foundation. All the design and analysis are done based on practice code EUROCODE MS EN 1992- 1-1 2010. The system is analyzed by equivalent frame method as stated in Clause 9.8.1 in EN 1992-1-1:2004 (E). The first part of the result outcome is the detail drawing of the pile cap with include the dimension of pile cap, number of main reinforcement needed for the pile cap including the bar spacing and spacing between the piles. The second part of this project will determine whether the same design of pile cap for normal pile cap can be used when eccentricity occurs. The third part is same like the first part but we increase the number of piles and designing the pile cap with the new number of piles to increase the capacity of pile cap. The last part is checking the pile cap with the new number of pile under the same eccentric load that led to failure the old pile cap before addition the piles. The result of this study shows how the pile cap can sustain the eccentric load until a certain distance. Adding a new pile in a proper position led to retain the centroid of piles to the original centroid if the piles driven inaccurate. zulaihi UTM 65 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2016 2025-03-12T05:22:47Z 2025-03-12T05:22:47Z 2016 Bachelor thesis https://utmik.utm.my/handle/123456789/46981 vital:125809 valet-20190623-141947 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Eccentrics (Machinery) Al-Esaei, Maged Abdullah Abdulhak Design and reanalysis of pile cap with five piles under eccentricity |
| thesis_level | Other |
| title | Design and reanalysis of pile cap with five piles under eccentricity |
| title_full | Design and reanalysis of pile cap with five piles under eccentricity |
| title_fullStr | Design and reanalysis of pile cap with five piles under eccentricity |
| title_full_unstemmed | Design and reanalysis of pile cap with five piles under eccentricity |
| title_short | Design and reanalysis of pile cap with five piles under eccentricity |
| title_sort | design and reanalysis of pile cap with five piles under eccentricity |
| topic | Eccentrics (Machinery) |
| url | https://utmik.utm.my/handle/123456789/46981 |
| work_keys_str_mv | AT alesaeimagedabdullahabdulhak designandreanalysisofpilecapwithfivepilesundereccentricity |