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Jurnal Proyek Teknik Sipil
Published by Universitas Diponegoro
ISSN : -     EISSN : 26544482     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Proyek Teknik Sipil is an open access journal (e-journal) that focusing in scientific work in the field of Appllied Civil Engineering that can be product of researches, literature review, or case study including Construction and Building Material, Construction Management, Geotechnical Engineering, Highway and Transportation Engineering, Hydraulic and Water Resource Engineering, and Structural Engineering. The articles are published twice in a year, in March and September. All manuscripts are welcome in Bahasa Indonesia. This journal is developed by Civil Engineering Department, Vocational School of Diponegoro University.
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Articles 6 Documents
 1 
Search results for , issue "Vol 4, No 1 (2021): March" : 6 Documents clear
PERENCANAAN JEMBATAN MLULON DENGAN BOX CULVERT riza susanti; Asri Nurdiana
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10788

Abstract

Perencanaan Jembatan Mlulon dimaksudkan sebagai pengganti jembatan lama. Struktur yang dipilih adalah box culvert, menyesuaikan bentang dan tinggi jembatan. Tujuan penulisan ini adalah untuk merencanakan ulang Jembatan Mlulon agar dapat memberikan pelayanan bagi pengguna lalu lintas dengan aman dan nyaman. Dari hasil analisis diperoleh dimensi box culvert dengan tinggi 3 meter, panjang 6 meter, dan lebar 5 meter. Berdasarkan perhitungan perencanaan penulangan, digunakan tulangan D 19 – 125.
ANALISIS RISIKO PADA TAHAP PELAKSANAAN KONSTRUKSI JALAN TOL CINERE – JAGORAWI, DEPOK Muhammad Faisal
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10424

Abstract

Cinere-Jagorawi Toll Road is a part of Jakarta Outer Ring Road (JORR) II which has the total length of 110 kilometer that circle around Seokarta-Hatta International Airport until Tanjung Priok. By the existance of JORR II, there would be an easy access from seaport to airport and vice versa. This also would be streamlining traffic flow from west to east considering the traffic at JORR I has overused which could cause congestion.  In every construction of the Toll Road, there would be some risks that possibly arise.  To minimize the risks that could occur, identification, anlysis, mitigation and allocation towards the possible risks – especially the risks which are classified in dominant category - are essential. This is expected to be a basis of decision making by stakeolders to resolve negative consequences that happen during the construction of Toll Road. In this research, the researcher uses qualititive descriptive research with survey method using questionnaire as a research instrument. According to the result of questionnaire, there were 45 risks identified in this research. After acquiring the result from questionnaire, the next step were determining validity and reliability, and analysing the acceptance of the risks to identify which risks are classified as domminant risks factor. There were 8 (18%) risks classified as Unacceptable Category and 37 (82%) risks classified as Undesireble Category.  The next step was mitigating the risks included in domminant risk factors. Based on risk mitigation, ownership risk management should be carried out by the stakeholeders involved in Toll Road construction.
Cover Page Potensi, Jurnal
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10890

Abstract

Studi pendahuluan pada standar kemampuan tenaga kerja rantai pasok konstruksi Moh Nur Sholeh; Shifa Fauziyah; Undayani Cita Sari
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10332

Abstract

The ability of workers in construction supply chain section has not been strongly standardized as to their role and performance, especially in Indonesian project. The purpose of the research is to conduct a preliminary study of workforce capability standards in construction supply chain management. The initial standard was adopted from Supply Chain Operations References (SCOR) 12.0. The results showed that the ability element was the highest priority with 50%. Whereas the most standard worker needs to be mastered is to schedule product shipments with 18% and the lowest value is to do exception management in construction with 1%. Research recommendations are that workers need to attend every training on construction supply chain workers' standards in order to have complete capabilities.
Pemodelan Numerik 1-D untuk Analisis Banjir Sungai Tungkal pada DAS Tungkal Rian Mantasa Salve Prastica; Estu Wijayanti
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10371

Abstract

Kuala Tungkal has a stormwater runoff, namely the Pengabuan River which is the primary river flow. Pengabuan River is located in the Tungkal Watershed, Jambi Province. Flood problems occur due to high tide flow (tidal flood) and high rainfall. So, flood prevention planning needs to be done. Drainage planning efforts are expected to reduce the flood discharge from the overflow of the Pengabuan River. The purpose of this research is to identify the occurrence of floods in the Pengabuan River with Q100. This research uses secondary data, from daily rainfall for 10 years (2010-2019) from 3 rain stations (Japura, Muaro Jambi, and Meteorologi Dabo), Tungkal watershed map, as well as transverse and longitudinal images Pengabuan River. Step of calculation starts from the selection of daily rainfall data, the average rainfall with Polygon Thiessen method, frequency analysis, Chi-Square test, Smirnov Kolmogorov test, and planned flood discharge analysis by the HSS Nakayasu method. The discharge plan is used to analyze flood with the HEC-RAS program. The results showed that the planned flood discharge during 100 years was 12432.19 m3/s. the results of analysis of the existing HEC-RAS on the river cross section is overflow or flooding, it is necessary to re-dimension it.
ANALISIS MANAJEMEN RISIKO PADA PROYEK PEMBANGUNAN BENDUNGAN (STUDI KASUS : BENDUNGAN TITAB DI BALI, BENDUNGAN JATIBARANG DI KABUPATEN SEMARANG DAN BENDUNGAN DIPONEGORO DI SEMARANG) Helen Gianditha Wayangkau
Jurnal Proyek Teknik Sipil Vol 4, No 1 (2021): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/potensi.2021.10628

Abstract

ABSTRACTConstruction of dam project has complicated characteristics, as a result it has varios kinds of risks that influential the implementation. The larger scale of the project makes the risk  of project potential more growing, so it needs a risk management in order to minimize the potential risk.In general to manage the risk management, stakeholders are often analysed it by using Risk Breakdown Structure method (RBS). However by using RBS is not sufficient because it just to get a risk category. It necessary the level of risk analysis by PROMETHEE method to find out priority major rangking on construction project.To support and improve the management of dam project development activity, it implemented risk assesment. As many as 31 variabels risk related to the project was successfuly identified. The survey through quistionares have sent to 1 expert who representative of the owner on ministry of public works, directorat of water resources and 1 expert in private companies who have experience in each of dam, also taken 1 people around the located who was affected by the impact directly. This research used quantitative descriptive method.The result of this research were obtained that the risk of social environment is the highest potential risk which is almost same in every project.The risk of social environment is alocated to the government because the review of land acquistion depended with the authority and the policy of the authorities. In addition it obtained a low and high a risk that happened in  research field refers to the impact not about the probability. If the probability is low and the impact is high then the risk goes highest. Preferably in a high probability and its impact is low then the risk is insignificant.Keywords : Management Risk, PROMETHEE,  Risk, Risk Breakdown Structure.

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