Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/15951
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dc.contributor.advisorNurmaidah-
dc.contributor.advisorAmsuardiman-
dc.contributor.authorSaputra, Rahmad Doni Adi-
dc.date.accessioned2021-12-22T08:14:18Z-
dc.date.available2021-12-22T08:14:18Z-
dc.date.issued2021-10-28-
dc.identifier.urihttps://repositori.uma.ac.id/handle/123456789/15951-
dc.description53en_US
dc.description.abstractPondasi bored pile atau disebut juga pondasi dalam berfungsi untuk memikul dan menahan beban yang bekerja diatasnya yaitu beban konstruksi atas ke lapisan tanah yang keras. Dalam perencanaan Pondasi bored pile harus dilakukan dengan teliti dan sebaik mungkin. Setiap pondasi harus mampu mendukung beban sampai batas keamanan yang telah ditentukan, termasuk mendukung beban maksimum yang mungkin terjadi. Tujuan dari studi ini untuk menghitung daya dukung tiang bor dari data sondir memakai SPT, metode analitis memakai data Parameter Tanah, dan menghitung Kapasitas daya dukung tiang bor dari hasil loading test. Metodologi pengumpulan data adalah dengan metode observasi, pengambilan data dari kontraktor pelaksana dan melakukan studi ke perpustakaan. Hasil perhitungan daya dukung pondasi terdapat perbedaan nilai, baik dilihatdari penggunaan metode perhitungan maupun lokasi titik yang ditinjau. Kapasitas daya dukung yang diperoleh dilapangan. Bored pile foundation or also called foundation in function to carry and hold the burden that works on it, namely the burden of construction on the hard soil layer. In planning the pile foundation must be done carefully and as well as possible.Each foundation must be able to support the load to a specified safety limit, including supporting the maximum load that may occur. The purpose of this study is to calculate the carrying capacity of the drill pole from the data using SPT, analytical methods using the Soil Parameter data, and calculate the carrying capacity of the drill pole from the results of the loading test. Data collection methodology is the method of observation, taking data from the implementing contractor and conducting a library study. The calculation of the carrying capacity of the foundation there are differences in value, both seen from the use of the calculation method and the location of the point being reviewed. The carrying capacity is obtained in the field.en_US
dc.language.isoiden_US
dc.publisherAnalysis Calculation of Bored Pile Foundation Development of Refinery Smart Tbk. Dumaien_US
dc.relation.ispartofseriesNPM;138110046-
dc.subjectpondasi bored pileen_US
dc.subjectSPTen_US
dc.subjectAoki dan De Alencaren_US
dc.subjectbored pile foundationen_US
dc.titleAnalisis Perhitungan Pondasi Bored pile Pembangunan Refinery Smart Tbk. Dumaien_US
dc.title.alternativeAnalysis Calculation of Bored Pile Foundation Development of Refinery Smart Tbk. Dumaien_US
dc.typeThesisen_US
Appears in Collections:SP - Civil Engineering

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