dc.contributor.author | HENDRIANTONO, Satriawan | |
dc.date.accessioned | 2023-04-11T02:39:55Z | |
dc.date.available | 2023-04-11T02:39:55Z | |
dc.date.issued | 2023-01-12 | |
dc.identifier.nim | 191910301132 | en_US |
dc.identifier.uri | https://repository.unej.ac.id/xmlui/handle/123456789/114852 | |
dc.description.abstract | PT. Bio Inti Agrindo is engaged mainly in the agro-industrial business. The
main commodities managed by PT. Bio Inti Agrindo is palm oil. To support all
activities and transportation needs as well as the needs of loading and unloading
products and basic needs in the plantation area, PT. Bio Inti Agrindo plans to
develop a terminal area, especially in Asikie Village, Jair District, Boven Digoel
Regency, Papua Province.
The purpose of this study is to plan land preparation which includes the
equalization of the river lip (cut and fill), and the strengthening of upright slopes.
The leveling of the river lip along the area uses a sheet pile strengthening method
which can later expand the port terminal area and increase mobility around the
terminal, especially on the river bank.
Factored moment method is used to design the retaining wall so that the
required depth is economic yet safe to use. After the required depth is acquired, the
next step is to model the retaining wall in Goe 5 software to acquire the safety
factor. Once the safety factor already satisfy the minimum safety factor requirement
(>1,5) we then model the retaining wall in Plaxis 2D to get the immediate settlement
of the backfill.
Once the safety factor and settlement of the designed retaining wall has
satisfy the requirement, we can then continue to calculate the required material for
the designed reinforcement. Based on the results of this planning, the 370m long
earth retaining wall uses 162 pieces of double VL603 profiles, and 162 RR1000
profiles. The depth required to obtain a safety factor value > 1.5 is 8.20m.
Settlement that occurs on the backfill is only 0,86cm, that value already satisfy the
maximum allowable settlement acording to SNI (<15cm). The total cost required
for the retaining wall is Rp 3.951.055.960,00. | en_US |
dc.language.iso | other | en_US |
dc.publisher | Fakultas Teknik | en_US |
dc.subject | DINDING PENAHAN TANAH | en_US |
dc.subject | SHEET WALL | en_US |
dc.subject | CANTILEVER SHEET WALL | en_US |
dc.subject | STEEL COMBINED RETAINING WALL | en_US |
dc.title | Perencanaan Perkuatan Lereng Timbunan Tepi Sungai pada Proyek Pengembangan Terminal Pelabuhan Khusus PT. Bia Papua | en_US |
dc.type | Skripsi | en_US |
dc.identifier.prodi | S1 Teknik Sipil | en_US |
dc.identifier.pembimbing1 | Paksitya Purnama Putra, ST., MT. | en_US |
dc.identifier.pembimbing2 | Luthfi Amri Wicaksono, S.T., M.T. | en_US |
dc.identifier.validator | Taufik | en_US |
dc.identifier.finalization | Taufik | en_US |