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The foundation is part of the structure which has an important role to continue the loadfrom the upper structure to the ground. Planning foundation must meet safety requirements. Safety factor that must be met, among others, the magnitude of the forcesacting on the pole must be smaller than the pole...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/19337 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The foundation is part of the structure which has an important role to continue the loadfrom the upper structure to the ground. Planning foundation must meet safety requirements. Safety factor that must be met, among others, the magnitude of the forcesacting on the pole must be smaller than the pole ulitimit capacity, the amount of the soil bearing capacity of foundation system, the deflection that occurs must be within deflection permits, as well as the magnitude of decline (settlement) will occur in the foundation system. This final task containing of foundation design oil tank with a capacity of 5000 MT with theuse of deep foundation driven piles are located on Sea Island South Kalimantan. In this final discussion is limited to Determining the diameter and length of the foundation that will be used by considering the deflection of the head pole. Methods to be Used in designing the foundation to this thesis is API method's with Cu based on SPT and using a computer program APILE, LPILE, GPILE, Plaxis 3D Foundation. Piles to be used is piling produced by PT Wika Beton |
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