METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A
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 th...
| Main Authors: | , |
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| Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2014
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| _version_ | 1797034821651791872 |
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| author | , ANDREAS S. S SIRAIT , Edi Kurniadi, ST,MT. |
| author_facet | , ANDREAS S. S SIRAIT , Edi Kurniadi, ST,MT. |
| author_sort | , ANDREAS S. S SIRAIT |
| collection | UGM |
| description | 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. |
| first_indexed | 2024-03-13T23:17:55Z |
| format | Thesis |
| id | oai:generic.eprints.org:127650 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:17:55Z |
| publishDate | 2014 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1276502016-03-04T07:52:10Z https://repository.ugm.ac.id/127650/ METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A , ANDREAS S. S SIRAIT , Edi Kurniadi, ST,MT. ETD 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. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ANDREAS S. S SIRAIT and , Edi Kurniadi, ST,MT. (2014) METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67918 |
| spellingShingle | ETD , ANDREAS S. S SIRAIT , Edi Kurniadi, ST,MT. METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A |
| title | METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI
SEKTOR 2A |
| title_full | METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI
SEKTOR 2A |
| title_fullStr | METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI
SEKTOR 2A |
| title_full_unstemmed | METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI
SEKTOR 2A |
| title_short | METODE PELAKSANAAN PONDASI TIANG PANCANG PADA PROYEK APARTEMENT GRAND DHIKA CITY BEKASI
SEKTOR 2A |
| title_sort | metode pelaksanaan pondasi tiang pancang pada proyek apartement grand dhika city bekasi sektor 2a |
| topic | ETD |
| work_keys_str_mv | AT andreassssirait metodepelaksanaanpondasitiangpancangpadaproyekapartementgranddhikacitybekasisektor2a AT edikurniadistmt metodepelaksanaanpondasitiangpancangpadaproyekapartementgranddhikacitybekasisektor2a |