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INDONESIA
JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION
Published by Universitas Medan Area
ISSN : 25496379     EISSN : 25496387     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal JCEBT Program Studi Teknik Sipil merupakan jurnal ilmiah yang diterbitkan berkala setiap 6 bulan, yaitu Maret dan September. Jurnal JCEBT Program Studi Teknik Sipil diterbitkan untuk pertama kalinya pada tahun 2017 dengan membawa misi sebagai salah satu pelopor dalam penerbitan media informasi perkembangan ilmu Teknik Sipil di Indonesia. Sebagai media nasional, Jurnal JCEBT diharapkan mampu mengakomodir kebutuhan akan sebuah media untuk menyebarluaskan informasi dan perkembangan terbaru bagi para peneliti dan praktisi Teknik Sipil di Indonesia.
Arjuna Subject : -
Articles 218 Documents
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The The mathematical Model Predicting the proportion of resources in multistory building construction Rajagukguk, Lamser; Mardiaman; Indriasari
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.9924

Abstract

Proporsi biaya sumberdaya proyek konstruksi berbeda-beda karena proyek konstruksi mempunyai sifat ketidakpastian yang tinggi. Oleh karena itu model proporsi setiap sumber daya manusia, material dan peralatan perlu ditetapkan. Penelitian ini mencoba membuat model matematis proporsi biaya setiap sumber daya bangunan bertingkat terhadap anggaran biaya, durasi dan jumlah lantai. Tujuan penelitian ini untuk membuat model matematis yang menghubungkan variabel terikat setiap sumber daya manusia (y1), material (y2) dan peralatan (y3) terjadap variabel bebas anggaran biaya (x1), durasi (x2) dan jumlah lantai (x3). Pengumpulan data 44 pekerjaan konstruksi yang sudah selesai dilakukan. Data yang dikumpulkan anggaran biaya, durasi, jumlah lantai, biaya sumber daya, material dan peralatan. Proporsi setiap sumber daya dihitung. Berdasarkan pengolahan data menggunakan spss versi 26 diperoleh model matematika proporsi sumber daya manusia, material dan peralatan. Proporsi rata-rata sumberdaya manusia 51,104%, material 26.35% dan peralatan 13.19%. Implementasi penelitian, pelaku konstruksi mengetahui perkiraan biaya setiap sumber daya pada pekerjaan bangunan gedung.
Model Probabilitas Penggunaan Moda Angkutan Antar Jemput Antar Provinsi Dalam Usaha Peningkatan Pelayanan (Studi Kasus: Rute Denpasar – Surabaya) : Studi Kasus: Rute Denpasar – Surabaya Dewa Ayu Trisna Adhiswari Wedagama; I Gede Fery Surya Tapa
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10022

Abstract

Timbulnya tarikan dalam perjalanan yang besar diakibatkan oleh meningkatnya jumlah sekolah, perguruan tinggi, serta tempat perbelanjaan tradisional ataupun modern. Akibat dari penarikan perjalanan yakni peningkatan frekuensi penggunaan kendaraan bermotor menuju ke Denpasar. Pada suatu mobilitas kota satu dengan kota yang lain, aspek pemilihan moda pemegang peranan yang utama. Riset ini memakai studi kasus rute Denpasar – Surabaya dengan mempertimbangkan variabel biaya perjalanan, durasi tempuh perjalanan serta keberangkatan, tujuan perjalanan, faktor keamanan dan kenyamanan. Data Primer diperoleh melalui kuesioner kepada pengguna angkutan umum darat rute Denpasar – Surabaya. Dilakukan survei pendahuluan pada saat menciptakan desain penelitian yang kemudian dipakai sebagai pedoman guna menentukan data sampling yakni dengan mendistribusikan kuesioner pada pengguna moda angkutan umum. Digunakan metode analisis regresi logistic untuk perhitungan pengolahan data. Berdasarkan hasil olah data menunjukkan bahwa kemungkinan pemakaian angkutan penumpang antar jemput antar provinsi dari arah Denpasar menuju Surabaya dipengaruhi oleh faktor keamanan dan kenyamanan. Beberapa upaya dapat dilakukan untuk meningkatkan pelayanan kepada pengguna angkutan penumpang antar jemput antar provinsi dengan arah Denpasar menuju Surabaya ialah memperhatikan aspek pengeluaran perjalanan contohnya yakni keterjangkauan biaya, aspek durasi perjalanan & keberangkatan dengan metode durasi tempuh yang dipercepat memakai rute alternatif serta aspek maksud perjalanan yakni dengan metode pemenuhan tujuan serta keperluan dari penumpang.
PERBANDINGAN PEMILIHAN MODA TRANSPORTASI KENDARAAN ANGKUTAN UMUM DENGAN KENDARAAN PRIBADI : Case Study: City of Sibolga-District of Sibabangun Tapanuli Tengah Hotriani Malau; Wan Alamsyah; Defry Basrin
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10191

Abstract

Transportation is a process of moving people or goods from one place to another. Sibolga City and Central Tapanuli Regency are areas that are always crowded with people from both those areas and from, therefore these places are always crowded with people. Formulation of the problem: Examining the comparison of the choice of public transportation modes with private vehicles from Sibolga City to Sibabangun District. The aim is to find out the comparison of transportation costs for public transport and private vehicles. This research method is quantitative. The results of the research on public transportation are much cheaper than private vehicles with a comparison (0.468 : 0.210). The safety of using private vehicles is much safer than public transportation in comparison (0.309: 0.905). Accessibility level of public transportation is much easier to get access than private vehicles in comparison (0.516 : -0.075). Conclusion: Comparison of the cost of public transportation with private vehicles is equal to (0.468 : 0.231) (46.8% : 23.1%). The cost of using public transport is relatively cheap compared to private vehicles. The safety ratio is (0.309 : 0.905) (30.9% : 90.5%). This means that private vehicles are much safer than public transportation. Comparison of accessibility (ease level) (0.516 : -0.075) (51.6% : -7.5%), meaning that public transportation is much easier to access than private vehicles.
Dampak Finansial Akibat Keterlambatan Pelaksanaan Proyek Kontruksi Kereta Cepat Jakarta-Bandung Ananda Agneshia Putri; Iris Mahani
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10195

Abstract

Proyek kereta cepat Jakarta-Bandung terjadi keterlambatan proyek yang mengakibatkan kenaikan biaya investasi dari perkiraan semula Rp 85 triliun (USD 5,66 miliar) akan menjadi sekitar Rp 117 triliun (USD 7,46 miliar) pada tahun 2023. Tujuan penelitian ini untuk menganalisis terhadap kelayakan finansial dari sebelum dan sesudah terjadinya kenaikan biaya investasi proyek Kereta Cepat Jakarta-Bandung serta bagaimana evaluasi finansial proyek Kereta Cepat Jakarta-Bandung agar layak secara finansial. Penelitian ini menggunakan parameter NPV dan IRR dengan 5 skenario dimana skenario 1 menggunakan data biaya investasi, biaya operasional dan maintenance, jumlah penumpang dan biaya tarif berdasarkan FS, sedangkan untuk skenario 2,3,4 dan 5 menggunakan data biaya investasi, biaya operasional dan maintenance, biaya tarif, berdasarkan kondisi eksisting sekarang, dimana jumlah penumpang menggunakan 3 skenario optimis, moderate, pesimis, dan analisis senstivitas. Adapun berdasarkan hasil yang diperoleh terhadap parameter-parameter kelayakan yang dipakai menunjukkan pada analisis finansial berdasarkan FS KCIC sebelum adanya keterlambatan proyek dan terjadi kenaikan biaya investasi nilai IRR sebesar 13.27% > MARR yang digunakan oleh KCIC sebesar 12.89%. nilai NPV bernilai positif sebesar Rp1,021,139 (miliar). Sedangkan dalam perjalanan proyek terjadi keterlambatan proyek yang berakibat kenaikan biaya sehingga nilai IRR menjadi 11.13% < MARR dan NPV menjadi -Rp5,041,876 (miliar). Berdasarkan hasil nilai analisis sensitivitas kelayakan finansial, Hasil simulasi menunjukkan bahwa untuk menjadi layak finansial maka jumlah penumpang harus meningkat minimal 25% per tahun dengan skenario optimis. Untuk skenario moderate dan pesimis belum menjadi layak finansial meskipun jumlah penumpang meningkat sampai dengan 30% per tahun.
HIRADC ANALYSIS FOR ROLLING STOCK BODY LIFTING NGROMBO RAILWAY MAINTENANCE CENTER Wawan Riyanta; Septian Aryatama; Muhammad Adib Kurniawan; Sunaryo; Yuwono Wiarco
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10196

Abstract

The Railway Maintenance Center as stated in the Regulation has the duty and function of carrying out the maintenance of state-owned railway facilities. The part of rolling stock heavy maintenance with high potential hazard is Lifting Body Activities Using OHTC in Maintenance of Hydraulic Diesel Locomotive Facilities activity. it so there is a need for a risk assessment which is a process to determine control priorities for the level of risk work accident or occupational disease. Part of  OHSAS 18001:2007 Clouse 4.3.1. recommendation HIRADC methode for can support a safety system with 3 stage analisys (hazard identification, risk assessment, and control determination) The Hazard Identification  results obtained 3 aspects of hazard risk in OHTC Rolling stock Body Lifting operations with the following analysis results Crane toppling, Equipment failure, Load falling with Death & asset / property damage impact factor. Risk Assessment analisys of Rolling stock Body Lifting using OHTC obtained results action taken when resources are available regarding handling which in general were Administrative Control. Determine Control relevant steps to minimize potential hazards immediately (1) Evaluating SOP Rolling stock Body Lifting and conduct outreach to all employees related to the work, (2) Making and or adding hazard signs and (3) Human development by conducting Training/Refreshment Crane Operator and Signal man. (4) Strictness of the rules for using PPE for all employees related to the work as the last step in minimizing the risk of occupational hazards.
Manajemen Risiko Keselamatan dan Kesehatan Kerja (K3) Pembangunan Skybridge Stasiun Kiaracondong Abrar, Nisrina; Rizal Z. Tamin
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10216

Abstract

Pembangunan Skybridge Stasiun Kiaracondong merupakan bagian dari Pembangunan Jalur Ganda Kereta Api Antara Kiaracondong – Cicalengka yang dicanangkan sebagai bentuk tanggung jawab Pemerintah terhadap kebutuhan angkutan penumpang dan barang serta menjamin perjalanan kereta api yang aman dan berkeselamatan. Konstruksi jalur kereta api merupakan salah satu sektor yang memiliki tingkat risiko yang tinggi sehingga memerlukan upaya untuk mengelola risiko keselamatan dan kesehatan kerja untuk mencegah terjadinya kecelakaan. Manajemen risiko dimulai dari kegiatan mengidentifikasi bahaya, menilai tingkat risiko dan mengendalikan risiko. Penelitian ini dimulai dengan brainstorming dan wawancara, dan kemudian dianalisis berdasarkan peraturan yang berlaku. Hasil identifikasi risiko diperoleh sebanyak 109 variabel dengan kategori high risk (28,33%), kategori medium risk (53,33%), kategori low risk (18,33%). Resiko dengan kategori high risk yaitu kendaraan dan alat berat terguling, tertimpa material, jatuh dari ketinggian dan tertemper kereta api. Tindakan pengendalian risiko dilakukan dengan Eliminasi, Subtitusi, Rekayasa Teknis, Administratif hingga APD, adalah dengan memastikan kondisi tanah stabil, memastikan prosedur keselamatan berjalan dengan baik, memastikan izin dan kelayakan operasi alat, material dan tenaga kerja manajemen lalu lintas dan window time, pemasangan rambu peringatan dan pengaman kerja, koordinasi dan penggunaan alat komunikasi saat proses dan operasi kerja, monitoring dan pengawasan pekerjaan, serta memastikan fasilitas kesehatan untuk tenaga kerja.
PARAMETRIC STUDY OF LANDFILL STABILITY BY USING LIMIT EQUILIBRIUM METHOD Danang Setiya Raharja
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10250

Abstract

A landfill is an example of essential geotechnical constructions that support human life in controlling waste processing. The height of landfill in Indonesia has reached tens of meters, as reviewed in this article, which is 60 m. The stability of the slopes of the landfill is a critical matter that needs to be studied to ensure that the landfill remains standing firmly and that landslides do not occur, which can cause huge losses both financially and even to the point of loss of life. One of the slope analysis methods is the Limit Equilibrium Method (LEM) with a two-dimensional (2D) model using a computer program. Stratigraphy and origin soil parameters were obtained from the results of field and laboratory test interpretations and parameter correlations. The landfill parameters will be varied into three types, lower bound with values c'=3 kPa and ϕ' = 210, medium bound with values c'=4 kPa and ϕ' = 250, and upper bound with values c'=6 kPa and ϕ ' = 300. The landfill slope is varied into five models with a ratio of vertical dimensions as 1 and horizontal dimensions as 1, 1.5, 2, 2.5, and 3. The analysis will be carried out in two conditions: static and dynamic. With several limitations and simplifications of the model, such as uniform landfill parameters for a total height of 60 m, this parameter study can still provide insight into the pattern of the slope of the landfill slope that meets the minimum stability criteria both in static and dynamic conditions. The analysis results show that the landfill's safe slope is 1:3.0 (V:H) with a few notes for the type of lower bound landfill parameter.
A Optimasi Penjadwalan Proyek Menggunakan Metode CPM (Studi Kasus: Pembangunan Jalan Sungai Manggis, Kecamatan Sambutan, Samarinda): indonesia Ivan Dwi Ramadhani; Isnaini Zulkarnain; Adde Currie Siregar; Dheka Shara Pratiwi
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10311

Abstract

Penjadwalan proyek merupakan salah satu aspek penting dalam manajemen proyek yang melibatkan pengaturan waktu kegiatan-kegiatan yang diperlukan untuk menyelesaikan proyek dengan efisien. Adapun cara untuk mengatasi persoalan tersebut yaitu dengan menggunakan beberapa metode seperti Metode Critical Path Method (CPM) digunakan untuk menganalisis dan mengoptimalkan jadwal proyek. Dari hasil analisis menunjukkan bahwa durasi penyelesaian proyek dengan metode CPM pada time schedule adalah 217 hari, pada percobaan percepatan 1 adalah 207 hari, pada percobaan 2 adalah 196 hari pada proyek pekerjaan jalan Sungai Manggis, Kecamatan Sambutan, Kota Samarinda. Sehingga dapat dilakukan percepatan 196 hari.
STUDI LITERATUR FAKTOR KEBIJAKAN KESELAMATAN DAN KESEHATAN KERJA (K3) TERHADAP KINERJA PEKERJA PROYEK KONSTRUKSI Handayani, Febry; Lendra, Lendra; Happy Puspasari, Veronika
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10328

Abstract

Examining the effect of the “occupational safety and health (K3) policy on worker performance” is very useful in order to get the influence of OSH involvement when it impacts workers. In construction projects, there are many elements that influence the success of the project, one of which is the quality of worker performance. Aims to find OSH policy factors and OSH policy factors during a pandemic on the performance of construction project workers by carrying out a literature study on several previous studies. The research methodology is conducting a literature search using the Publish or Perish application. Relevant literature is then used as a source of research. The results of the literature study, there are 39 OHS policy factors that are considered to have the potential to affect worker performance consisting of 30 OHS policy factors and 9 OHS policy factors during the pandemic on worker performance. There are 7 factors that are the most common in previous research, namely: the company provides work safety equipment, workers often use personal protective equipment to prevent incidents while carrying out their work. The implementation of the K3 system in order to guarantee the situation “The health of the workers, as well as providing a comfortable environment when they arrive has a good impact on the continuity of the workers in the Company”. Through the implementation of this facilitated programming implementation, the Company can improve the quality of workers and be able to manage their time properly when completing their work.
Evaluation of Project Implementation Time Based on Optimistic, Pessimistic, and Most Likely Time Using the Monte Carlo Method (Project Case Study: Sentul Road Rehabilitation - Bendung Terrace - Tirtayasa, Serang District FY. 2022): Project Case Study: Sentul Road Rehabilitation - Bendung Terrace - Tirtayasa, Serang District FY. 2022 Muhammad Ridho Alcaesar; Eri Susanto Hariyadi; Mardiaman
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 8 No. 2 (2024): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v7i2.10346

Abstract

Construction projects have precise plans and completion times. This turnaround time is affected by the performance of the workers and the method of execution. In this road rehabilitation work, there are several stages of work that require time to complete. The Monte Carlo method can estimate the completion time which can be calculated with the optimistic time, the most likely time and the pessimistic time. In this study using quantitative analysis method which refers to 10 respondents with each working device, namely contractors, consultants, owners and foremen. The results of the study show difference between opinions regarding the estimated time for implementation between contractors, consultants, owners and foremen. The comparison results of the Monte Carlo simulation were obtained with a difference of 1.7 – 1.9 weeks when compared with the actual results.

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