Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi

Trial embankment test for embankment darn shall be carried out prior the construction of the dam in order to setup the embankment rule that will be adopted during construction of the darn. Trial embankment was carried out in order to ensure that the compaction results meet the requirements. This pap...

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Autor Principal: Perpustakaan UGM, i-lib
Formato: Artigo
Publicado: [Yogyakarta] : Unit Informasi Inovasi Proses Pembelajaran (UI2P2) Universitas Gadjah Mada 2003
Subjects:
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author Perpustakaan UGM, i-lib
author_facet Perpustakaan UGM, i-lib
author_sort Perpustakaan UGM, i-lib
collection UGM
description Trial embankment test for embankment darn shall be carried out prior the construction of the dam in order to setup the embankment rule that will be adopted during construction of the darn. Trial embankment was carried out in order to ensure that the compaction results meet the requirements. This paper described the trial embankment test for core materials at Batutegi dam, a rockfill darn with 125 meter in height above their foundation in Lampung, Indonesia. The 2 type of compactor, there are 20 tons double drum static padfoot roller and 15 tons single drum padfoot vibratory roller were selected for trial. Determination of layer thickness, number of passes and other engineering aspects are discussed. The results indicated that both compactors produced the similar number of passes to produce the acceptable degree of compaction, but the double drum static padfoot roller have a better capacity due to the greater layer thickness
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spelling oai:generic.eprints.org:205012014-06-18T00:31:05Z https://repository.ugm.ac.id/20501/ Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi Perpustakaan UGM, i-lib Jurnal i-lib UGM Trial embankment test for embankment darn shall be carried out prior the construction of the dam in order to setup the embankment rule that will be adopted during construction of the darn. Trial embankment was carried out in order to ensure that the compaction results meet the requirements. This paper described the trial embankment test for core materials at Batutegi dam, a rockfill darn with 125 meter in height above their foundation in Lampung, Indonesia. The 2 type of compactor, there are 20 tons double drum static padfoot roller and 15 tons single drum padfoot vibratory roller were selected for trial. Determination of layer thickness, number of passes and other engineering aspects are discussed. The results indicated that both compactors produced the similar number of passes to produce the acceptable degree of compaction, but the double drum static padfoot roller have a better capacity due to the greater layer thickness [Yogyakarta] : Unit Informasi Inovasi Proses Pembelajaran (UI2P2) Universitas Gadjah Mada 2003 Article NonPeerReviewed Perpustakaan UGM, i-lib (2003) Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3352
spellingShingle Jurnal i-lib UGM
Perpustakaan UGM, i-lib
Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title_full Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title_fullStr Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title_full_unstemmed Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title_short Uji Coba Pemadatan Bahan Timbunan Inti Kedap Air bendungan Batutegi
title_sort uji coba pemadatan bahan timbunan inti kedap air bendungan batutegi
topic Jurnal i-lib UGM
work_keys_str_mv AT perpustakaanugmilib ujicobapemadatanbahantimbunanintikedapairbendunganbatutegi