Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/362
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dc.contributor.authorGinting, Riah Ukur-
dc.date.accessioned2017-07-24T08:38:46Z-
dc.date.available2017-07-24T08:38:46Z-
dc.date.issued2012-02-13-
dc.identifier.urihttps://repositori.uma.ac.id/123456789/362-
dc.description.abstractIn the plan pillar foundation v-pile must be done accurately and as careful as possible. Every foundation have to can support burden to a point security which have been determined, including supporting rating which possible happened. Intention of this writing to know capacities support v-pile foundation on Hotel Sapadia Pematang Siantar field development. Analyse taken to know energi capacities support v-pile that happened. Data result of penetration cone test field at first dot (S1) obtained by hard landground at deepness 13,20 m with qc = 203 kg /cm2, support pillar = 45,706 ton.en_US
dc.language.isootheren_US
dc.subjectBearing capacity v-pileen_US
dc.titleAnalisa Daya Dukung Pondasi Tiang Pancang V-Pile Pada Proyek Pembangunan Hotel Sapadia (Studi Kasus)en_US
dc.typeThesisen_US
Appears in Collections:SP - Civil Engineering

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148110070_file1.pdfCover386.13 kBAdobe PDFView/Open
148110070_file2.pdfAbstract239.25 kBAdobe PDFView/Open
148110070_file3.pdfIntrioduction269.95 kBAdobe PDFView/Open
148110070_file4.pdfChapter I227.48 kBAdobe PDFView/Open
148110070_file5.pdfChapter II390.65 kBAdobe PDFView/Open
148110070_file6.pdfChapter III581.74 kBAdobe PDFView/Open
148110070_file8.pdfEnclousure2.83 MBAdobe PDFView/Open


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