RE-ANALYSIS OF BUILDING FOUNDATIONS

dc.contributor.authorAtmoko, Rosep Dwi
dc.contributor.authorAndriyanto
dc.contributor.authorSonjaya, Endang
dc.contributor.authorRamadhan, Jaya
dc.contributor.authorSetiawan, Asep
dc.date.accessioned2023-03-09T01:48:49Z
dc.date.available2023-03-09T01:48:49Z
dc.date.issued2020
dc.description.abstractThe carrying capacity of the foundation is the main thing that determines the ability of the foundation to withstand structural loads. A review of the re-analysis of the foundation in this study includes analysis of the allowable bearing capacity of the pile, planning the efficiency and bearing capacity of the group foundation by remodeling the superstructure using the Etabs V 13 program to get the reaction received by the foundation. The regulations used are SNI 03-2847-2002 regarding general regulations on structural planning and SNI 03-1726-2012 regarding earthquake resistance procedures for building buildings. From the results of the re-analysis of the structure, it is obtained that the bearing capacity of the group piles after the addition of the number of floors Q permit = 6298.45 <6549.77 kN (does not meet Q permit pile), P max = 915.75 kN > Supporting capacity of pile pressure permits = 749.816 kN (does not meet), so with these results it can be concluded that the piles used do not meet the priority factor.en_US
dc.identifier.urihttp://repository.widyatama.ac.id/xmlui/handle/123456789/15774
dc.publisherPalArch's Journal of Archaeology of Egypt/ Egyptologyen_US
dc.subjectDeep Foundation Analysisen_US
dc.subjectFoundation Bearing Capacityen_US
dc.titleRE-ANALYSIS OF BUILDING FOUNDATIONSen_US
dc.typeArticleen_US
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