OKTOPRIMA, RIANTINO (2020) PERENCANAAN SHEET PILE PADA PROYEK REHABILITASI JARINGAN IRIGASI PAMAYARAN BARAT. S1 thesis, Universitas Mercu Buana Bekasi.
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Abstract
Judul: PERENCANAAN SHEET PILE PADA PROYEK REHABILITASI JARINGAN IRIGASI PAMAYARAN BARAT, Nama: Riantino Oktoprima, NIM: 41118320032, Dosen Pembimbing: Donald Essen, ST, MT. Kegiatan rehabilitasi jaringan irigasi adalah salah satu upaya khusus peningkatan produksi padi dan merupakan faktor penting dalam proses usaha tani yang memiliki dampak langsung terhadap peningkatan luas areal tanam. Diantaranya adalah Proyek Rehabilitasi Jaringan Irigasi Pamayaran Barat, Serang Banten, Jawa Barat sepanjang kurang lebih 120 kilometer membentang sepanjang Kabupaten Serang – Kota Serang – Kota Cilegon. Oleh karena itu diperlukan konstruksi perkuatan tanah untuk menahan dinding penahan tanah pada aliran irigasi tersebut. Tujuan dari penelitian ini untuk merencanakan turap, kedalaman penetrasi turap, dimensi turap dan spesifikasi jangkar. Data yang diperlukam dalam penelitian ini yaitu data parameter tanah dan parameter material turap. Hasil dari penelitian ini menunjukan bahwa pada titik yang ditinjau turap kantilever tidak cocok karena momen maksimum yang dihasilkan terlalu besar. Dengan demikian perencanaan menggunakan turap berjangkar. Kata Kunci: Turap, Jangkar http://digilib.mercubuana.ac.id/ Abstrak v ABSTRACT Title: SHEET PILE PLANNING FOR IRRIGATION REHABILITATION PAMAYARAN BARAT PROJECT, Name: Riantino Oktoprima, NIM: 41118320032, Advisor: Donald Essen, ST, MT. Rehabilitation of irrigation networks is one of the special efforts to increase rice production and is an important factor in the farming process which has a direct impact on increasing the planted area. Among them are Irrigation Rehabilitation Pamayaran Barat Project, Serang Banten, West Java along approximately 120 kilometers stretching along Serang District - Serang City - Cilegon City. Therefore, it is necessary to construct soil reinforcement to hold the retaining walls of the soil in the irrigation flow. The purpose of this research is to plan sheet pile, sheet pile penetration depth, sheet pile dimensions and anchor specifications. The data required in this study are soil parameter data and sheet pile material parameters. The results of this study indicate that at the point reviewed cantilever sheet piles are not suitable because the resulting maximum moment is too large. Thus the planning uses anchor sheet piles. Keywords: Sheet pile, Anchor
| Item Type: | Thesis (S1) |
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| Call Number CD: | FT/SIP 20 026 |
| NIM/NIDN Creators: | 41118320032 |
| Uncontrolled Keywords: | Keywords: Sheet pile, Anchor |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | siti maisyaroh |
| Date Deposited: | 09 Aug 2022 08:54 |
| Last Modified: | 09 Aug 2022 08:58 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/67134 |
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