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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Main Author: Perpustakaan UGM, i-lib
Format: Article
Published: [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
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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