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PENGARUH WAKTU TERHADAP PENINGKATAN KAPASITAS DUKUNG KELOMPOK TIANG PADA TANAH LUNAK

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dc.contributor.author Wardana, Razaq Arif Cakra
dc.contributor.author Ferry, Fatnanta
dc.contributor.author Agus, Nugroho Soewignjo
dc.date.accessioned 2012-12-04T02:14:32Z
dc.date.available 2012-12-04T02:14:32Z
dc.date.issued 2012-12-03
dc.identifier.other nurasmi
dc.identifier.uri http://repository.unri.ac.id:80/handle/123456789/770
dc.description.abstract Tests by previous researchers have discovered phenomenon increasing significantly of axial capacity foundation on soft soil. In this final project researchers created a model of the group piles in soft soil and given time variations of pile driving. By keeping the soil moisture conditions in order to condition the soil shear strength does not change, it is hoped the results of this study demonstrate and produce an increase in the amount of the axial bearing capacity of pile. The results of direct testing and interpretation of the results showed a significant increase until the end of the age of Pile Driving (68 days). At the age of 68 days, the pile axial capacity increased by an average 50.2% of the age of piling on one day. The study also produced an increase in the time factor (Δ10) that can be used in the empirical formula found by previous researchers. en_US
dc.description.provenance Submitted by nurasmi hasan (uncu_moi@yahoo.com) on 2012-12-04T02:14:31Z No. of bitstreams: 1 Jurnal Razaq for Pustaka Teknik.pdf: 354419 bytes, checksum: f2bda1d63ba5e1f500e31cd1a24130eb (MD5) en
dc.description.provenance Made available in DSpace on 2012-12-04T02:14:32Z (GMT). No. of bitstreams: 1 Jurnal Razaq for Pustaka Teknik.pdf: 354419 bytes, checksum: f2bda1d63ba5e1f500e31cd1a24130eb (MD5) en
dc.description.sponsorship en_US
dc.language.iso other en_US
dc.subject time factor en_US
dc.subject axial capacity en_US
dc.subject group pile en_US
dc.subject soft soil en_US
dc.title PENGARUH WAKTU TERHADAP PENINGKATAN KAPASITAS DUKUNG KELOMPOK TIANG PADA TANAH LUNAK en_US
dc.type Article en_US


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