Time Dependence On Axial Capacity Of Driven Piles In Soft Soils (Model Test)

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dc.contributor.authorFatnanta, Ferry
dc.contributor.authorNugroho, Soewignjo Agus
dc.contributor.authorLiana
dc.date.accessioned2015-12-17T03:21:01Z
dc.date.available2015-12-17T03:21:01Z
dc.date.issued2015-12-17
dc.description.abstractDesigning pile foundation by using static design formulae can be used to estimate the axial capacity of single pile. However, this design method does not take time variable as a factor of axial capacity into account. Both field and researches before found that there was a set-up phenomenon on axial capacity of single driven pile due to time dependent. This study is conducted to investigate time dependence on axial capacity of driven piles in soft soils by model test and compare the time dependencies, which were suggested by previous researchers. Research was conducted by load testing to the models of pile foundation that have been installed in the soft soils with various time due to driving. Similarly, results shows that the capacity of pile increases to certain extend with time after installation. Test results are interpreted by using Chin Method and Mazurkiewicz Method, and then plotted in chart of time versus ratio (Q/Q0) to show the time dependency on axial capacity. Research concludes that there is differences set-up factor according to the method that used to interpreting axial capacity. It is pointed out the set-up factor for the empirical relationship offered with the reference time is chosen to be one day.en_US
dc.description.sponsorship1st International Conference on Infrastructure Development, UMS Surakarta , 1 - 3 Nov 2013en_US
dc.identifier.isbn978-979-636-154-4
dc.identifier.otherwahyu sari yeni
dc.identifier.urihttp://repository.unri.ac.id/xmlui/handle/123456789/7653
dc.language.isoenen_US
dc.subjecttime effecten_US
dc.subjectsoft soilen_US
dc.subjectaxial capacityen_US
dc.titleTime Dependence On Axial Capacity Of Driven Piles In Soft Soils (Model Test)en_US
dc.typeUR-Scientific Work Lectureren_US

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