PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI

On the construction of Cempaka Apartment Grand Dhika City Bekasi project, bottom structure using concrete slab foundations. With the aim of applying the material that never learned to calculate the original data used in the planning of the foundation piles. As well as to deepen the knowledge about t...

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Main Authors: , ULFA KHOIRUNITA G, , Edi Kurniadi, ST.,MT.
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
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author , ULFA KHOIRUNITA G
, Edi Kurniadi, ST.,MT.
author_facet , ULFA KHOIRUNITA G
, Edi Kurniadi, ST.,MT.
author_sort , ULFA KHOIRUNITA G
collection UGM
description On the construction of Cempaka Apartment Grand Dhika City Bekasi project, bottom structure using concrete slab foundations. With the aim of applying the material that never learned to calculate the original data used in the planning of the foundation piles. As well as to deepen the knowledge about the bearing capacity of piles. In preparing the final report, the method used is the method of observation, interview methods, Studies Library and Documentation. The manual calculation using the theories foundation techniques to calculate the axial bearing capacity of piles. The data used is the data obtained from the planner. Once the calculation is done manually by the formula, the bearing capacity of piles safe for use as foundation piles with pile capacity Spun Pile �600mm worth 2392.21 kN and for Bored Pile pole �1000mm worth 6605.75 kN. With capacity on Pile Cap group type P2, P3, P8, P14 and P37 respectively have a value 7616.797 kN, 12468.63 kN, 52582.01 kN, 52991,567 kN, 159846.66 kN.
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spelling oai:generic.eprints.org:1325412016-03-04T08:16:05Z https://repository.ugm.ac.id/132541/ PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI , ULFA KHOIRUNITA G , Edi Kurniadi, ST.,MT. ETD On the construction of Cempaka Apartment Grand Dhika City Bekasi project, bottom structure using concrete slab foundations. With the aim of applying the material that never learned to calculate the original data used in the planning of the foundation piles. As well as to deepen the knowledge about the bearing capacity of piles. In preparing the final report, the method used is the method of observation, interview methods, Studies Library and Documentation. The manual calculation using the theories foundation techniques to calculate the axial bearing capacity of piles. The data used is the data obtained from the planner. Once the calculation is done manually by the formula, the bearing capacity of piles safe for use as foundation piles with pile capacity Spun Pile �600mm worth 2392.21 kN and for Bored Pile pole �1000mm worth 6605.75 kN. With capacity on Pile Cap group type P2, P3, P8, P14 and P37 respectively have a value 7616.797 kN, 12468.63 kN, 52582.01 kN, 52991,567 kN, 159846.66 kN. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ULFA KHOIRUNITA G and , Edi Kurniadi, ST.,MT. (2014) PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73076
spellingShingle ETD
, ULFA KHOIRUNITA G
, Edi Kurniadi, ST.,MT.
PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title_full PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title_fullStr PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title_full_unstemmed PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title_short PERHITUNGAN KAPASITAS DUKUNG AKSIAL FONDASI TIANG APARTEMEN GRAND DHIKA CITY BEKASI
title_sort perhitungan kapasitas dukung aksial fondasi tiang apartemen grand dhika city bekasi
topic ETD
work_keys_str_mv AT ulfakhoirunitag perhitungankapasitasdukungaksialfondasitiangapartemengranddhikacitybekasi
AT edikurniadistmt perhitungankapasitasdukungaksialfondasitiangapartemengranddhikacitybekasi