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Eny Budi Sri Haryani
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jtt_fttl@itltrisakti.ac.id
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INDONESIA
Jurnal Teknik Transportasi
Published by Institut Transportasi dan Logistik Trisakti
ISSN : -     EISSN : 27229599     DOI : https://doi.org/10.54324/jtt.v2i1.3
Core Subject : Engineering,
Aerospace Engineering Engineering
Jurnal Teknik Transportasi (Journal of Transportation Engineering) is a scientific periodical publication of the Faculty of Transportation and Logistics Engineering, Trisakti Institute of Transportation and Logistics (Institut Transportasi dan Logistik Trisakti). JTT focuses on the field of transportation engineering related to aerospace engineering with airport characteristics, marine engineering with port characteristics and environmental infrastructure engineering with railway characteristics. JTT was published for the first time for Volume 1 No. 1 in April 2020, then the second issue of Vol 2 No. 2 in October 2020. But then it stopped publishing for 2 years and is now being published again with a new design and a new strategy and journal publishing policy while still using EISSN 2722-9599. This new issue begins in May 2023 as Vol 2 No. 1 and will be published next.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 5 Documents
 1 
Search results for , issue "Vol. 3 No. 1 (2024): May" : 5 Documents clear
Analisis Penurunan Lapisan Tanah di Bawah Struktur Breakwater Timur Laut Pelabuhan Patimban Dwisa, Cokorda Bagus Purnama; Khomeiny, Ali Sumara El; Bimarso, Wahyono; Farhan Abdilah, Muhammad
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.21

Abstract

Breakwater is a coastal building structure built to protect facilities in coastal areas. To protect from challenging climatic conditions, this building plays an important role to protect the port from waves and reduce wave energy that will hit the port so that the waves that come and hit the port have broken and will not interfere with shipping activities in the port water area. After the breakwater building at Patimban port was completed in 2021, there is a problem, settlement of breakwater as high as ± 2.7 m which is known from the results of monitoring during the maintenance period for 730 days or for 2 years after the breakwater construction period. In order for the settlement to be overcome, it is necessary to analyze the immediate settlement, settlement in primary consolidation, settlement in secondary consolidation, degree of consolidation of the soil layer under the breakwater structure appropriately so that the value of the settlement can be known and can choose improvements for the decrease in breakwater elevation with existing conditions at Patimban port.
Redesain Dimensi Tiang Pancang Baja di Dermaga 02 Terminal Petikemas Pelabuhan Patimban Gunanta, Ezra Valentino; Dwisa, Cokorda Bagus Purnama; Heryanto, Benny
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.22

Abstract

The port is located in Patimban, Subang district, West Java. One of the facilities in the port of Patimban is berth of the container terminal 02. The port has a length and width of 451 x 32 meters and has a steel pipe pile diameter of 1300 mm with a thickness of 19 mm that can serve ships with a size of 143.000 DWT. This final task aims to redesign the dimensions of the steel pipe pile to a diameter of 1100 mm and to find out whether the structure of the bridge that has been changed after its diameter is still strong to withstand the existing load. On this final task to find out the strength of the bridge structure using the help of the software SAP2000 and the capacity calculation of the steel pile will use the method of calculating the foundation in accordance with mayerhoff. The calculation of the base of the pile from the axial style of a pile, the lateral style, the X and Y slide survey, the two-way slide review showed the result that the berth that had been changed its dimensions to 1100 mm was still strong to withstand the existing load.
Analisis Pola Keausan Carbon Strip Pantograf pada Kereta MRT Jakarta Asia Habby, Fihanas Permada; Tamara, Adrian Kristanto; Dahlan
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.24

Abstract

MRT Jakarta is one of the KRL type railway operators in Indonesia. The reliability of MRT Jakarta facilities must always be considered, the service life of components is also one of the keys to the reliability of the facilities. Carbon strip, as one of the main components in KRL operations, is a component that has a lifespan in use. Thickness measurement is a routine activity in carrying out maintenance of facilities at the depot, if the carbon strip is at its maximum wear, the component must be replaced immediately. However, there is a difference in thickness between the two sides of the carbon strip, which shortens its lifespan. If one side is at its maximum wear, then replacement must be made on both sides. This journal will discuss in detail the factors that cause wear and tear and calculate the wear rate and service life of carbon strips using the forecasting method. So it is necessary to change the maintenance method to be able to increase the service life of the components, so as to reduce maintenance costs in one period of time.
Evaluasi Daya Dukung Perkerasan Apron terhadap Pesawat Airbus 330-300 Dengan Metode FAA Akmal, Mohammad Zaki; Surachman, Luky
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.32

Abstract

The apron pavement at airports plays an important role in supporting the weight of aircraft and ensuring safety. This research aims to evaluate the carrying capacity of rigid apron pavement against the load of Airbus 330-300 aircraft, which are the most critical aircraft. The FAA method is used as the basis for analyzing the bearing capacity of pavement in this research. This FAA method is a method that has been recognized and is widely used in planning apron pavement at airports. Specifications for apron pavement at airports which are the focus of research. Airbus 330-300 aircraft load data, including maximum take-off weight, was obtained from reliable sources. The analysis is carried out by considering main parameters such as the number of annual aircraft movements, type and weight of aircraft in operation. FAARFIELD is used to design pavement thickness while COMFAA calculates pavement thickness evaluation with the final results of PCN and ACN values. Based on the calculations, the PCN > ACN value is obtained. The PCN value is 94 and the ACN value is 75. Based on this evaluation, it can be concluded that the rigid apron at Adi Soemarmo International Airport can accommodate the load of an Airbus 330-300. Keywords: apron pavement, aircraft load, airbus 330-300, FAA method
Analisis Kelayakan Penambatan Kapal Floating Storage Regasification Unit (FSRU) di Pelabuhan Kabil, Batam Heryandri, Kemal; Muhamad Kemal Idris; Khomeiny, Ali Sumara El
Jurnal Teknik Transportasi Vol. 3 No. 1 (2024): May
Publisher : Fakultas Teknik Transportasi dan Logistik Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54324/jtt.v3i1.45

Abstract

Liquefied Natural Gas (LNG) is an alternative fuel with environmentally friendly solutions. In general, the domestic distribution of natural gas in LNG is more cost-effective than transporting gas through underwater pipelines considering Indonesia as an archipelagic country. However, the current challenge in the LNG industry is the lack of supporting facilities. Storage and regasification facilities are among the infrastructure that requires optimization. Floating Storage and Regasification Unit (FSRU) are viable options for energy distribution that offer opportunities and competitiveness compared to onshore terminals. Small and medium-scale FSRU can serve as an alternative solution due to their relatively fast, flexible, and affordable development process. FSRU is a facility that required fo alternative energy solution fo industry. In principal the FSRU vessel should be moored at the bow and the stern of the vessel for the sake of the stability of the vessel from the waves, tidal currents and winds, therefore not to disrupt the process of the gas production. Surrounding the FSRU vessel should be located the power plant facility and ISO Tank Conk Container Vessel. The viability analysis should be done to evaluate the FSRU Vessel berthing viability in the view of operational and financial at the Port or at the water. Keywords : LNG, FSRU, vessel. berthing, viability

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