DESIGN OF PILED RAFT FOUNDATION FOR ACADEMIC BUILDING OF BANDUNG INSTITUTE OF TECHNOLOGY USING FINITE ELEMENT METHOD
The construction of the Academic Building at Bandung Institute of Technology necessitates meticulous design of the piled raft foundation system. A rigorous analysis and design process is paramount to ensure the foundation's capacity to bear the anticipated structural loads. This design ende...
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| 主要作者: | |
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| 格式: | Final Project |
| 語言: | Indonesia |
| 主題: | |
| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/82596 |
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| 機構: | Institut Teknologi Bandung |
| 語言: | Indonesia |
| 總結: | The construction of the Academic Building at Bandung Institute of
Technology necessitates meticulous design of the piled raft foundation system. A
rigorous analysis and design process is paramount to ensure the foundation's
capacity to bear the anticipated structural loads.
This design endeavor seeks to establish the ultimate bearing capacity of
both the pile and raft components. This combined capacity will subsequently dictate
the configuration and dimensional specifications of the piled raft foundation.
Additionally, the design evaluates the total settlement experienced by the foundation
and the apportionment of load distribution between the piles and the raft.
The design methodology relies on software employing the finite element
method. The analysis resulted in the optimal configuration of 110 piles spaced at
1.5 meters. The anticipated total settlement for this design is 2.63 centimeters.
Furthermore, the load distribution analysis indicates that piles will carry 84% of
the total load, with the remaining 16% borne by the raft. |
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