Design and reanalysis of pile cap with five piles under eccentricity

Also available in printed version : TJ543 M34 2016 raf

書目詳細資料
主要作者: Al-Esaei, Maged Abdullah Abdulhak
其他作者: Azhar Ahmad, supervisor
格式: Bachelor thesis
語言:英语
出版: Universiti Teknologi Malaysia 2025
主題:
在線閱讀:https://utmik.utm.my/handle/123456789/46981
Abstract Abstract here
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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