cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
sufrianto
Contact Email
fakultasteknikunsultra@gmail.com
Phone
+6285215115753
Journal Mail Official
fakultasteknikunsultra@gmail.com
Editorial Address
Jl. Piere Tendean No. 119A Baruga, Kota Kendari
Location
Kota kendari,
Sulawesi tenggara
INDONESIA
Sultra Civil Engineering Journal (SCiEJ)
Published by Universitas Sulawesi Tenggara
ISSN : -     EISSN : 27161714     DOI : https://doi.org/10.54297/sciej.v2i2
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
SCiEJ is a means of publication for academics, researchers, practitioners, and or other individuals/groups (general) in the field of Civil Engineering. In general, SCiEJ has a scope of study in the field of: Construction Material Building Structural Engineering Harbor & Coastal Engineering Bridge Engineering Water Resources Engineering Construction/Project Management Highway Engineering Transportation System and Management Environmental Transportation Regional Development Geotechnical
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 99 Documents
 5   6   7   8   9 
Pemilihan Moda Transportasi Udara Terhadap Frekuensi Penggunaan Transportasi Udara Bandara Matahora Sufrianto, Sufrianto; Sudardjat, Catrin; Aris Munandar, Fikri; Akbar, Ade
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i1.599

Abstract

This research aimed to determine the characteristics of users of transportation modes and to find out the frequency of using air transportation at Matahora Airport. The research method used was quantitative with a descriptive approach, which involved depicting and explaining in detail the issues studied based on the data collected in the field. The data collection technique in this research used a questionnaire, where respondents were asked to answer a number of questions about the characteristics and factors influencing the choice of air transportation. Data analysis was conducted using descriptive data analysis to explain the data obtained through a questionnaire. The research results indicated that the characteristics of mode selection for transportation were based on reasons influencing the selection of modes from a total of 60 respondents. The analysis of the characteristics of air passenger travelers showed the largest percentage in the male gender at 68%, age between 36-45 years at 41%, the highest education level being a bachelor's degree at 62%, self-employed occupation at 36%, the reason for using air transportation being faster travel time at 93%, and the influence of mode selection on the frequency of air transportation use simultaneously at 33.4%. Partially, the factors influencing the choice of air transportation mode on frequency were cost at 26.1%, security at 12.1%, and comfort at 9.1%.
Analisis Manajemen Konstruksi Pada Pembangunan Ruas Jalan Rate-Rate Dalam Kota Nuhun, Ridwan Syah; Soeparyanto, Try Sugiyarto; Sutrayasa, Gede Agus; Deny, Laode; Ramadan, Kadir; Sulistyo, Galih Adi
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.609

Abstract

Road infrastructure development is an important factor in supporting economic growth and community mobility in urban areas. However, road construction in urban areas is often faced with various challenges, such as limited space, population density and the dynamics of community activities. This requires effective and efficient construction management to ensure the smoothness and success of the project. The aim of this research is to find out how cost calculations are carried out using AHSP and also to find out how to carry out and time schedule construction work for inner city lane roads. The method for implementing the construction of lane roads in the city is in the form of asphalting roads with a length of 3.06 KM and a duration of 90 days. The budget plan for building a 3.6 KM inner-city toll road is IDR. 10,428,920,000.
Efektivitas Metode Zero One Dalam Manajemen Resiko Pekerjaan Konstruksi Gedung Berlantai (Studi Kasus Gedung Kuliah Fakultas Kehutanan Dan Ilmu Lingkungan Universitas Halu Oleo Kendari) Soeparyanto, Try Sugiyarto; Nirah, Jalba; Nuhun, Ridwan Syah; Fadil, La Ode muhammad; Prasetya, Dhalmaz; Putra P, Dwi Bayu; Ali, Muhammad Alfian
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.612

Abstract

This study aims to analyze the visibility of the Zero-One method in the construction of the Faculty of Forestry and Environmental Sciences Building, Halu Oleo Kendari University, Southeast Sulawesi. The results of the analysis showed that a weak control system was the main cause of delays and additional costs in this project. This variable has the highest weight, reaching an average of 90.38, in line with secondary data in the form of monthly reports from the project which show that there is a delay of 1-2 weeks of working days in the process of vertical formwork on floor plate work 2-3, this has a major impact on project time and cost. Corrective measures that can be suggested include optimization of staff performance through material training and risk management, as well as better strategies to address weak systems and avoid delays. The results of this analysis also highlight other risks such as errors in budget planning, material expenditure, and inefficient use of materials. This research was conducted by collecting data from 9 respondents involved in the project. In parallel with the secondary findings of the monthly report of the project, it was identified that there were delays in certain construction processes. Addressing efforts include increasing working hours and manpower to catch up with delays and minimize the addition of inefficient costs. The study provides valuable insights for improving risk management and efficiency in construction projects, focusing on cost and time control systems.
Penggunaan Standar Metode Work Breakdown Structure (WBS) Pada Proyek Pembangunan Gudang BPBD dan Rumah Jabatan Dandim Soeparyanto, Try Sugiyarto; Nuhun, Ridwan Syah; Ismayana, Ismayana; Apriani, Meri; Hado, Hado
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.626

Abstract

In today's modern era, the construction of buildings stands as a crucial element in the development of infrastructure. Among the various methods utilized for managing such construction projects, the Work Breakdown Structure (WBS) has emerged as an effective tool. WBS serves as a project management technique, breaking down complex tasks into smaller, manageable components, thereby facilitating efficient planning, execution, and monitoring throughout the project lifecycle.This research employs the Earned Value Method (EVM) approach, chosen for its adeptness in quantifying project cost and time performance. By integrating three key dimensions - scope, schedule, and budget - EVM offers a comprehensive framework for evaluating project performance.The findings of this study reveal subpar cost and time performance in the construction of the BPBD Warehouse and Military District Commander's office building. Conversely, the construction of the Veterans Building demonstrates stable performance in both cost and time aspects.The observed impact of implementing WBS standards, particularly in the construction of the Veterans Building, proves instrumental in enhancing project control. The detailed breakdown of work items and the clearer identification of required resources streamline the planning of Purchasing Orders (PO), thereby facilitating cost management efforts.
Analisis Hubungan Volume, Kecepatan Dan Kepadatan Lalu Lintas Di Ruas Jalan Slamet Riyadi Kartasura Shofiana, Hana; Sumina, Sumina; Handoyo, Suryo
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.648

Abstract

Jalan Slamet Riyadi Kartasura adalah jalan dengan status jalan kolektor menggunakan sistem arus dua arah dua lajur yang menghubungkan masyarakat surakarta dan sekitarnya jika ingin menuju ke kartasura, klaten yogyakarta dan sekitanya. Volume, kecepatan dan kepadatan lalu lintas selain untuk perencanaan, juga di gunakan untuk evaluasi jalan, apakah di katakan macet atau tidak. Suatu jalan di katakan macet apabila arus lalu lintas yang melewati ruas jalan yang di tinjau melebihi kapasitas rencana jalan tersebut yang mengakibatkan kecepatan bebas ruas jalan tersebut mendekati 0 km/jam atau bahkan menjadi 0 km/jam sehingga mengakibatkan terjadinya antrian. Data yang digunakan dalam penelitian ini adalah data primer & sekunder dari hasil penelitian, kemudian dianalisis dengan menggunakan tiga metode, yaitu metode Greenshield, Greenberg dan Underwood . analisis hubungan lalu lintas di ruas Jalan Slamet Riyadi Kartasura berdasarkan ketiga model diperoleh hubungan yang paling erat antara kecepatan dan kepadatan menggunakan model Greenberg dengan model ???????? = 18.941ln ( 732.072 / D ). Volume tertinggi diperoleh dengan menggunakan model Greenberg yaitu sebesar 5101.19 smp/jam. Dengan nilai r2 = 0.874 memiliki arti bahwa kesesuaian model sebesar 87.4 % dengan tingkat kepercayaan atau meyakinkan dalam menggambarkan hubungan antara kecepatan dan kepadatan. Hubungan antara volume dan kecepatan merupakan fungsi logaritmik. Hubungan antara volume dan kepadatan juga merupakan fungsi logaritmik.
Pemanfaatan Limbah Hidrogel Popok Bayi Sebagai Bahan Campuran Pembuatan Bata Ringan Nuralfiliani, Nuralfiliani; Mustakim, Mustakim; Jabir, Muhammad
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.655

Abstract

Baby diapers are made of plastic and a mixture of chemicals, a solution to use diaper waste by utilizing hydrogel and plastic contained in diapers. The plastic contained in diapers can be utilized as a lightweight construction material in the form of lightweight bricks to increase compressive strength. This study aims to determine the effect of a mixture of baby diaper waste on water absorption and compressive strength in making lightweight bricks. This research method is experimental, which is carried out at the Structure and Materials Laboratory of the Muhammadiyah University of Parepare. The results showed that each variation with dimensions of 5cm x 5cm with a curing age of 28 days, a variation of 0% with an average compressive strength of 4,000 MPa, a variation of 7% with an average compressive strength of 5,333 MPa, a variation of 12% with an average compressive strength of 9,333 MPa and a variation of 17% with an average compressive strength of 13,333 MPa. Meanwhile, the percentage of water absorption of lightweight bricks with a variation of 0% was 21.2%, a variation of 7% was 23.6%, a variation of 12% was 27.4% and a variation of 17% was 30.1%
Analisis Pengaruh Pasir Pantai Wahede Kabupaten Barru Terhadap Kuat Tekan Dan Tarik Belah Beton Hasan, Nurhatimah; Mustakim, Mustakim; Fadly, Imam
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.657

Abstract

Barru Regency is a coastal area with abundant potential for Wahede beach sand, which can be used to make economical concrete. This research aims to determine the compressive and tensile strength values of concrete as well as the optimal percentage of the beach sand mixture. The research was carried out at the Structure and Materials Laboratory of the Muhammadiyah University of Parepare, with a planned compressive strength of 20 MPa.The results of research on normal concrete compressive strength at 7 days were 12.27 MPa, 14 days 13.97 MPa, and 28 days 20.29 MPa. Variation: 25%; compressive strength: 7 days 13.58 MPa, 14 days 15.85 MPa, and 28 days 21.89 MPa. Variation 50%, compressive strength 7 days 14.34 MPa, 14 days 18.68 MPa, and 28 days 22.08 MPa. 100% variation, compressive strength: 7 days 14.72 MPa, 14 days 19.34 MPa, and 28 days 25.48 MPa. The split tensile strength of concrete decreases with an increasing percentage of beach sand: normal 28-day concrete 7,852 MPa, 25% variation 6,222 MPa, 50% variation 6,963 MPa, and 100% variation 8,000 MPa
Studi Perilaku Pengendara Remaja Generasi Z Terhadap Keselamatan Berlalu Lintas di Kabupaten Enrekang. Hakzah, Hakzah; Akbar, Muh.; Didi, Andi Bustan
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.658

Abstract

Tingginya minat remaja generasi Z dalam menggunakan transportasi roda dua tidak berimbang kesadaran akan keselamatan berlalu lintas. Penelitian ini bertujuan untuk mengetahui karakteristik remaja pengendara roda dua, tingkat pemahaman, pengaruh pelanggaran, kesalahan, dan penyimpangan terhadap keselamatan berlalu lintas. Survei dilakukan dengan membagikan kusioner kepada 200 orang responden, data yang diperoleh di analisis menggunakan program SPSS dengan model regresi linear berganda. Hasil penelitian responden sebanyak 200 remaja, karakteristik usia 15-20 tahun 56%, jenis kelamin laki-laki 59%, memiliki SIM C 69%, pegalaman berkendara 2-5 tahun 53%, durasi berkendara 1 jam 57%, riwayat kecelakaan 53%, jenis kecelakaan sedang persentase 37%, tidak pernah terkena tilang 54%. Pengetahuan kategori baik 61%. Hasil uji t secara parsial bahwa variabel independen berpengaruh signifikan terhadap variabel dependen dengan signifikan masing-masing variabel independen (0.000 < 0.05). Hasil uji f secara simultan variabel independen berpengaruh signifikan tehadap variabel dependen nilai Fhitung 18,296 > Ftabel 2,651, nilai signifikan (0.000 < 0.05).
Pemanfaatan Limbah Beton Sebagai Pengganti Agregat Kasar Dengan Penambahan Zat Additive Beton Mix Terhadap Nilai Kuat Tekan Beton Ansar, Zulfitrah; Mustakim, Mustakim; Fadly, Imam
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.659

Abstract

Utilization of concrete waste as an additional material for making concrete. And this research also adds chemical additives to the concrete mix using recycled coarse aggregate which is expected to increase the strength of the concrete. This research aims to determine the effect of adding concrete waste on the compressive strength of concrete due to variations in adding additives (Concrete Mix). and Knowing the comparison results of each substitute mixture of pure coarse aggregate with recycled coarse aggregate added with additives (Concrete Mix). This research method uses an experimental research method by comparing 4 (four) variations of the mixture to determine the compressive strength of concrete with a design compressive strength of 25 MPa. The results of the research show that each variation with a cylindrical specimen of 300mm x 150mm with a soaking age of 28 days, variations normal concrete with an average compressive strength of 25.38 MPa, a variation of 25% waste concrete with an average compressive strength of 21.89 MPa, a variation of waste concrete + 400ml mixed concrete with an average compressive strength of 25.48 MPa and a variation of waste concrete + mixed concrete 600ml with an average compressive strength of 28.31 MPa. So it can be concluded that the use of 25% concrete waste does not meet the planned compressive strength and cannot be used in construction, whereas by adding 400ml and 600ml mixed concrete additives, the maximum compressive strength is obtained and is suitable for use in construction.
Perbandingan Kinerja Marshall Pada Campuran Aspal AC-WC Menggunakan Plastik Polypropilene (PP) Dan Plastik High Density Polyethylene (HDPE) T, Nurfadila; Mustakim, Mustakim; Fadly, Imam
Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54297/sciej.v5i2.661

Abstract

According to the Ministry of Environment and Forestry, Indonesian people produce 0.8 kg of waste per person per day, of which 15% is plastic waste or equivalent to 189,444,000 tons of waste per day 8, Therefore, the amount of waste must be proportional to the proportion of waste processed and the rest must not be disposed of and pollute the environment. The types of plastics used in this study were Polypropylene (PP) Plastic and High Density Polyethylene (HDPE) Plastic. The purpose of this study was Determination of Melshell performance in AC- WC asphalt mixture without the addition of polypropylene (PP) plastic and high density polyethylene plastic (HDPE). The research method used was experimental with variations of 2%, 4%, and 6%, from the weight of KAO asphalt. Marshall comparison results AC-WC asphalt using polypropylene (PP) and high density polyethylene (HDPE) resins, with only VMA and MQ stable values meeting the 2018 Development Specifications while VFA, VIM and FLOW do not meet the specifications

Page 7 of 10 | Total Record : 99

 5   6   7   8   9 

Filter by Year

2020 2025


Reset
Filter By Issues
All Issue Vol 6 No 2 (2025): Sultra Civil Engineering Journal (SCiEJ) Vol 6 No 1 (2025): Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ) Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 2 (2023): Sultra Civil Engineering Journal (SCiEJ) Vol 4 No 1 (2023): Sultra Civil Engineering Journal (SCiEJ) Vol 3 No 2 (2022): Sultra Civil Engineering Journal (SCiEJ) Vol 3 No 1 (2022): Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ) Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ) Vol 1 No 2 (2020): Sultra Civil Engineering Journal (SCiEJ) Vol 1 No 1 (2020): Sultra Civil Engineering Journal (SCiEJ) More Issue