-, Mayangsari (2018) Analisis Perbandingan Pondasi Tiang Pancang dengan Pondasi Tiang Bor Proyek Pembangunan Rumah Sakit Gigi dan Mulut Universitas Brawijaya. Sarjana thesis, Universitas Brawijaya.
Abstract
Rumah Sakit Gigi dan Mulut Universitas Brawijaya (RSGM UB) merupakan salah satu gedung infrastruktur penunjang pendidikan yang berada di Universitas Brawijaya, kota Malang. Konstruksi RSGM UB ini direncanakan menggunakan, pondasi tiang bor. Pada studi ini dilakukan perencanaan ulang pondasi menggunakan pondasi tiang pancang. Perencanaan pondasi ini bertujuan untuk mengetahui perencanaan tiang pancang, membandingkan besarnya jumlah biaya yang dibutuhkan dalam pekerjaan pondasi tiang pancang dan tiang bor. Sehingga, dari dua jenis pondasi ini dapat diketahui jenis pondasi manakah yang lebih efisien dan ekonomis, serta pondasi manakah yang lebih cepat proses penyelesaiannya. Perencanaan pondasi tiang pancang menggunakan perhitungan kapasitas daya dukung ujung batas menggunakan metode Mayerhof, Vesic, dan Coyle and Castello. Sedangkan, dalam perhitungan daya dukung gesek batas menggunakan metode α, , dan yang di dapat dari test laboratorium. Parameter tanah yang digunakan adalah: , c, dan pada kondisi tak terdrainase. Dimana daya dukung ijin didapatkan sebesar 742.28 kN. Berdasarkan hasil penyelidikan tanah diketahui bahwa jenis tanah di dominasi oleh tanah pasir. Sehingga, untuk estimasi kapasitas dukung tiang diperoleh dari data pengujian lapangan, seperti pengujian SPT. Daya dukung ijin dari hasil data lapangan didapatkan sebesar 609.816 kN. Hasil perencanaan jumlah tiang pancang adalah 330 buah tiang dengan estimasi biaya Rp 4.750.140.000 dan untuk tiang bor adalah 157 buah dengan estimasi biaya Rp 6.350.000.000. Sehingga, dari hasil perbandingan kedua pondasi tersebut berdasarkan efisiensi biaya, pondasi tiang pancang lebih efisien dan ekonomis dibandingkan pondasi tiang bor. Akan tetapi, jika ditinjau pada aspek pelaksanaan pondasi tiang bor lebih cepat penyelesaiannya dibandingkan pondasi tiang pancang yang proses pekerjaannya hanya dapat dilakukan pada malam hari.
English Abstract
Dental and Oral Hospital of Brawijaya University (RSGM UB) is one of the infrastructure supporting educational buildings located in Brawijaya University, Malang city. Construction of RSGM UB is planned use, bore pile foundation. In this study, the re-planning of the foundation uses driven pile foundation. The planning of this foundation aims to determine the planning of the driven pile, comparing the amount of cost needed in the work of the driven pile and bore pile foundation. So, of the two types of foundations, which types of foundations are more efficient and economical, and which foundation is the faster process of completion. Planning of driven pile foundation using the calculation of end point bearing capacity Mayerhof, Vesic, and Coyle and Castello methods. While, in calculating the frictional skin resistance capacity using the α, , and methods obtained from laboratory tests. The soil parameters used are: , c, and under undrained conditions. Where the bearing ultimit capacity is obtained at 742.28 kN. Based on the results of the investigation of soil is known that the type of soil is dominated by sand soil. Thus, to estimate the bearing capacity of the driven pile obtained from field testing data, such as SPT testing. Bearing ultimit capacity of permits from the results of field data was 609.816 kN. The results of the planning of the number of driven piles were 330 poles with an estimated cost of Rp. 4.750.140.000 and for the drill pole was 157 with an estimated cost of Rp. 6.350.000.000. So, from the results of the comparison of the two foundations based on cost efficiency, the driven pile foundation is more efficient and economical than the drill pile foundation. However, if we look at the implementation aspects of the bored pile foundation, the completion is faster than the drivem pile foundation, where the work process can only be at night.
Other obstract
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| Item Type: | Thesis (Sarjana) |
|---|---|
| Identification Number: | SKR/FT/2018/965/051810561 |
| Uncontrolled Keywords: | pondasi tiang pancang, daya dukung, biaya konstruksi driven pile foundation, bearing capacity, construction cost |
| Subjects: | 600 Technology (Applied sciences) > 624 Civil engineering > 624.1 Structural engineering and underground construction > 624.15 Foundation engineering and engineering geology |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Budi Wahyono Wahyono |
| Date Deposited: | 16 Oct 2018 07:00 |
| Last Modified: | 31 Dec 2021 03:25 |
| URI: | http://repository.ub.ac.id/id/eprint/12874 |
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14. DAFTAR PUSTAKA.pdf Download (249kB) | Preview |
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9. BAB I.pdf Download (157kB) | Preview |
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15. LAMPIRAN.pdf Download (126kB) | Preview |
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DATA TANAH RSGM UB.pdf Download (7MB) | Preview |
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Mayangsari.pdf Download (14MB) | Preview |
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PERHITUNGAN ULANG PONDASI.pdf Download (3MB) | Preview |
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2. KATA PENGANTAR.pdf Download (217kB) | Preview |
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3. DAFTAR ISI.pdf Download (251kB) | Preview |
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4. DAFTAR TABEL.pdf Download (180kB) | Preview |
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5. DAFTAR GAMBAR.pdf Download (227kB) | Preview |
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6. DAFTAR LAMPIRAN.pdf Download (191kB) | Preview |
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8. SUMMARY.pdf Download (292kB) | Preview |
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7. RINGKASAN.pdf Download (218kB) | Preview |
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