Analisa Daya Dukung Pondasi Bored Pile pada Proyek Pembangunan Gedung C Yayasan Ulil Albab

Destriyani, Dori Rizky (2018) Analisa Daya Dukung Pondasi Bored Pile pada Proyek Pembangunan Gedung C Yayasan Ulil Albab. Undergraduate thesis, Universitas Internasional Batam.

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Abstract

Kerja Praktek dilakukan dengan tujuan untuk melihat secara langsung atau membuktikan teori yang telah dipelajari selama perkuliahan dan mengaplikasikan di dalam dunia kerja yang sesungguhnya. Kerja praktek ini dilaksanakan pada Proyek Pembangunan Gedung C Yayasan Ulil Albab. Proyek pembangunan Gedung C Yayasan Ulil Albab merupakan sebuah bangunan gedung sekolah yang memiliki 4 lantai sudah termasuk basement, maka dibutuhkan perencanaan pondasi dan daya dukung yang tepat guna menahan beban yang bekerja pada gedung. Kerja praktek yang dilakukan yaitu menganalisis dan menghitung daya dukung pondasi bored pile. Perhitungan daya dukung didapat dari tes kondisi tanah berupa data Cone Penetration Test (CPT). Perhitungan CPT menggunakan 2 metode yaitu metode Schmertmann & Nottingham, dan metode Mayerhoff. Berdasarkan perhitungan daya dukung pondasi bored pile dengan metode Schmertmann dan Nottingham didapatkan hasil perhitungan untuk CPT dengan daya dukung terendah yaitu pada titik S. 02 dengan kedalaman 3 m dan Qult-nya yaitu 151.825 Ton dan daya dukung tertinggi yaitu pada titik S. 01 dengan kedalaman 6 meter dan Qult-nya adalah 153.87 Ton. Berdasarkan perhitungan daya dukung menggunakan metode Mayerhoff didapatkan hasil daya dukung terendah yaitu pada titik S. 01 dengan kedalaman 6 m dan Qult-nya yaitu 182.12 Ton dan daya dukung tertinggi yaitu pada titik S. 02 dengan kedalaman 3 m dan Qult-nya 213.52 Ton. Hasil perhitungan diambil yang terkecil agar pondasi dapat menahan beban secara keseluruhan. ********************************************************************** Job training is done with the aim to see firsthand or prove the theory that has been learned during lectures and apply in the real world of work. This practical work has carried out on the Building Construction Project C of the Ulil Albab Foundation. Construction project Building C Ulil Albab Foundation is a school building which has 4 floors including basement, it requires proper foundation planning and carrying capacity to withstand the workload of the building. The practical work carried out is analyzing and calculating the carrying capacity of the bored pile foundation. Calculation of carrying capacity is obtained from the soil condition test in the from of Cone Penetration Test (CPT) data. The calculation of CPT uses 2 methods, namely the Schmertmann & Nottingham method, and the Mayerhoff method. Based on the calculation of the bearing capacity of the bored pile foundation with the Schmertmann and Nottingham methods, the calculation results for CPT with the lowest carrying capacity is at point S. 02 with a depth of 3 m anda the Qult is 151.825 tons and the highnest carrying capacity is at point S. 01 with depth 6 meters and the Qult is 153.87 tons. Base on the calculation of carrying capacity using the Mayerhoff method, the lowest carrying capacity is found at the point of S. 01 with a depth of 6 m and the Qult is 182.12 tons and the highest carrying capacity is at the point of S. 02 with a depth of 3 m and the Qult of 213.52 tons. The calculation results are taken the smallest so that the foundation can withstand the overall load.

Item Type: Thesis (Undergraduate)
Additional Information: Similarity: 24
Uncontrolled Keywords: carrying capacity, bored pile foundation, CPT
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 29 Apr 2020 07:16
Last Modified: 29 Apr 2020 07:16
URI: http://repository.uib.ac.id/id/eprint/2477

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