METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A
| Main Authors: | , ANDREAS S. S SIRAIT, , Edi Kurniadi, ST,MT. |
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| Format: | Thesis NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Universitas Gadjah Mada
, 2014
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| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/127650/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67918 |
Daftar Isi:
- Foundation is a part of building construction for building serves to put forward the load is distributed from top to subgrade. Foundation structure have to strong to hold this load without the occerrence of differential settlementon the system structure. The purpose of this study was to determine the spun pile foundation and the methodology used to analyze the prisoner axial pile using SPT data from the field test in three (3) different points. Analyzes were performed using the method Mayerhoff. Where the results of calculations performed it is known axial pile resistance value has a different values, namely to DB-1 at 1187.1 kN, for DB-2 1071.3 kN, and for DB-3 is equal to 1080 kN. So it can be concluded that the known value of the pile axial pile foundation as it can be determine what to wear in order to be able to withstand the load to be carried by the foundation.