Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal
In earthquake regions, like Indonesia, pile foundation system has additional main function to resist lateral dynamic loading induced by earthquake. Since the piles commonly fall into the category of "long pile", their first cracking moment and ultimate flexural capacity become important pa...
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[Yogyakarta] : Universitas Gadjah Mada
1999
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author | Perpustakaan UGM, i-lib |
author_facet | Perpustakaan UGM, i-lib |
author_sort | Perpustakaan UGM, i-lib |
collection | UGM |
description | In earthquake regions, like Indonesia, pile foundation system has additional main function to resist lateral dynamic loading induced by earthquake. Since the piles commonly fall into the category of "long pile", their first cracking moment and ultimate flexural capacity become important parameters in design. This research was conducted to prove experimentally the effects of driving hammer during construction phase on the degradation of the first cracking moment and ultimate flexural capacity of the non-prestressed precast , concrete piles.
Twelve non-prestressed precast concrete piles, that experienced various number of real drop hammer blows (0 upto 512 blows), were taken from site and tested in the laboratory. The piles had triangle cross sectional shape,
three q5 19 nun steel reinforcing bars, and made of concrete with f MPa. The piles were devided into 4 groups: K1 (control group) for piles that had not been experiencing any blows |
first_indexed | 2024-03-05T22:53:29Z |
format | Article |
id | oai:generic.eprints.org:18356 |
institution | Universiti Gadjah Mada |
last_indexed | 2024-03-13T18:35:45Z |
publishDate | 1999 |
publisher | [Yogyakarta] : Universitas Gadjah Mada |
record_format | dspace |
spelling | oai:generic.eprints.org:183562014-06-18T00:35:48Z https://repository.ugm.ac.id/18356/ Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal Perpustakaan UGM, i-lib Jurnal i-lib UGM In earthquake regions, like Indonesia, pile foundation system has additional main function to resist lateral dynamic loading induced by earthquake. Since the piles commonly fall into the category of "long pile", their first cracking moment and ultimate flexural capacity become important parameters in design. This research was conducted to prove experimentally the effects of driving hammer during construction phase on the degradation of the first cracking moment and ultimate flexural capacity of the non-prestressed precast , concrete piles. Twelve non-prestressed precast concrete piles, that experienced various number of real drop hammer blows (0 upto 512 blows), were taken from site and tested in the laboratory. The piles had triangle cross sectional shape, three q5 19 nun steel reinforcing bars, and made of concrete with f MPa. The piles were devided into 4 groups: K1 (control group) for piles that had not been experiencing any blows [Yogyakarta] : Universitas Gadjah Mada 1999 Article NonPeerReviewed Perpustakaan UGM, i-lib (1999) Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1139 |
spellingShingle | Jurnal i-lib UGM Perpustakaan UGM, i-lib Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title | Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title_full | Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title_fullStr | Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title_full_unstemmed | Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title_short | Pengaruh Pukulan Hammer Saat PemancanganDalam Mendukung Gaya Gempa Horisontal |
title_sort | pengaruh pukulan hammer saat pemancangandalam mendukung gaya gempa horisontal |
topic | Jurnal i-lib UGM |
work_keys_str_mv | AT perpustakaanugmilib pengaruhpukulanhammersaatpemancangandalammendukunggayagempahorisontal |