EVALUASI FONDASI BORE PILE YANG TIDAK MEMENUHI DAYA DUKUNG RENCANA PADA PROYEK GRAHA INDOLAND
Foundation serves to hold the load acting on it, the above construction loads to the ground layer as possible. In planning the foundation must be done carefully, including supporting the maximum load that occurs. The purpose of this study was to evaluate the bore pile foundation bearing capacity doe...
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| Main Authors: | , |
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| Format: | Theses and Dissertations NonPeerReviewed |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/132435/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=72969 |
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| Institution: | Universitas Gadjah Mada |
| Summary: | Foundation serves to hold the load acting on it, the above construction loads to the
ground layer as possible. In planning the foundation must be done carefully,
including supporting the maximum load that occurs.
The purpose of this study was to evaluate the bore pile foundation bearing capacity
does not meet the plan. The methodology used to analyze the carrying capacity of the
pile is by SPT soil test. Analysis using poulus and davis (1980), where results count
for one point bore pole coupled with hydraulic pile is equal to 393 tons, and capable
of withstanding a load of 300 tons of plans for a foundation point.
So to increase the carrying capacity of the foundation of the need for good planning
taking into account the efficiency of time, labor, and expense. So the process of
implementation of the work goes well. |
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