Assessment of “Piled Raft Foundation” for HighRise Buildings Under Vertical Load in Addis Ababa: The case of Nib, Zemen, and United Bank Headquarter Buildings

dc.contributor.advisorHenok, Fikire (PhD)
dc.contributor.authorMahidre, Mamo
dc.date.accessioned2019-11-30T07:51:37Z
dc.date.accessioned2023-11-11T12:51:16Z
dc.date.available2019-11-30T07:51:37Z
dc.date.available2023-11-11T12:51:16Z
dc.date.issued2018-06
dc.description.abstractPiled Raft foundation is a newly emerged foundation system. Different researchers are working on it till now. The system is mainly used to respond to weak foundation materials. The intent of this study is, to assess the piled-raft foundations of high-rise buildings under vertical load. These foundations are designed by local engineers to respond to high-rise building foundation requirement. The study is conducted using finite element method software package – ABAQUS. The numbers of projects considered in this study are three. They have similar nature and are under construction. The designers use similar pile spacing for all projects and it is the only variable parameter in this study. The foundations are modeled with pile spacing of 3D (designers spacing) and 6D (two times designers spacing). The site's geology is predominantly rocky but in different weathered condition. The assessment result shows maximum and differential settlement of the foundations are very insignificant and angular distortion is within permissible limit. Almost all the vertical load is taken by the pile and the load shared by the raft is very insignificant.en_US
dc.identifier.urihttp://etd.aau.edu.et/handle/12345678/20294
dc.language.isoen_USen_US
dc.publisherAddis Ababa Universityen_US
dc.subjectPiled Raft Foundationen_US
dc.subjectHigh Rise Buildingsen_US
dc.subjectVertical Loaden_US
dc.titleAssessment of “Piled Raft Foundation” for HighRise Buildings Under Vertical Load in Addis Ababa: The case of Nib, Zemen, and United Bank Headquarter Buildingsen_US
dc.typeThesisen_US

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