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All Journal Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Teknik Sipil dan Teknologi Konstruksi JURNAL PERIKANAN TROPIS Budapest International Research in Exact Sciences (BirEx Journal) Jurnal Dinamis International Journal of Engineering, Science and Information Technology Journal of Innovation and Technology Jurnal Penelitian Inovatif Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Jurnal Karya Abdi Masyarakat
Inseun Yuri Salena
Universitas Teuku Umar
Religion Agriculture, Biological Sciences & Forestry Humanities Astronomy Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Immunology & microbiology Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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Faktor- Faktor Yang Mempengaruhi Tingkat Kesadaran Pekerja dalam Menggunakan Alat Pelindung Diri (Studi Kasus :Pembangunanturning Area. Pertambangan Batu Bara Pt.Mifa Bersaudara. Kecamatan Meurebo, Kabupaten Aceh Barat) Dian Febrianti; Inseun Yuri Salena
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 5, No 1 (2020): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v5i1.408

Abstract

Personal protective equipment (PPE) is a device used by workers to protect themselves from potential hazards and workplace accidents that may occur at work. The use of PPE by workers is an attempt to avoid exposure to the risk of hazards in the workplace. Occupational Safety and Health problems in Indonesia are still often ignored. The high number of work accidents indicates this. This study aims to identify the dominant frequency of workers' level of awareness using PPE and to find out a significant level of awareness of age, work tenure and education factors that affect the level of awareness of workers using personal protective equipment. This research located in coal mining, PT Mifa Bersaudara, Meurebo District, West Aceh Regency. The data used in this study were observation and questionnaire distribution, processed using SPSS software with Univariate and bivariate methods which are to determine the dominant factor and significant relationship to the level of awareness of workers in using personal protective equipment. Based on the results of the study, workers who dominated based on the age of workers, aged 20-30 years were 21 people with a percentage of the number of workers reaching 48.8%, and at least 41-50 years of age were 9 (nine) people with 14%. Whereas based on years of service, the average working period of the employees is mostly 4-7 Years with 58.1%. Based on education, the level of junior high school education is very dominant, up to 19 people with 44.2%, so based on the results of the study it is necessary to conduct learning in fulfilling the obligation to use PPE in the form of training and socialization of procedures and instructions for the use of Personal Protective Equipment for workers to prevent work accidents and for the occupational health and safety.
A Case Study of Foundation Failure in The Existing Residential Building Inseun Yuri Salena
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 2, No 1 (2016): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (748.322 KB) | DOI: 10.35308/jts-utu.v2i1.340

Abstract

Kinerja bangunan yang sangat baik semasa penyelenggaraan tidak dapat dipisahkan dari kontribusi struktur pondasi sebagai struktur dasar yang memberikan dukungan dan stabilitas. Pondasi menerima beban dari bangunan atas dan mentransfer beban dengan menyebarkannya di wilayah yang cukup besar dengan memanfaatkan ketahanan tanah maksimum. Semua beban dan tekanan yang disalurkan ke tanah  akan menghasilkan beberapa pergerakan yaitu pegerakan yang diijinkan. Pondasi yang mengalami pergerakan melebihi kemampuannya dalam menahan beban akan menyebabkan kegagalan pondasi. Distorsi dan kerusakan dari superstruktur timbul akibat kegagalan yang terjadi.Tindakan perbaikan akan membantu masalah dan meningkatkan kinerja struktur untuk mencegah kegagalan lanjut. Penelitian ini melibatkan kasus kegagalan pondasi yang terjadi di bangunan perumahan. Penelitian ini terdiri dari investigasi tapak untuk mengetahui kondisi, jenis dan penyebab kegagalan pondasi , kerusakan yang terjadi dilapangan dan jenis perbaikan pekerjaan yang dilaksanakan. Semua kegagalan yang terjadi memiliki ikatan yang kuat dengan kondisi tanah, karena perilaku tanah menetukan stabilitas struktur pondasi. Pada studi kasus ini penurunan tanah terjadi karena kekuatan stabilitas tanah yang rendah. tanahnya mengandung bahan tanah liat / lumpur yang tidak cocok dan memiliki daya dukung yang rendah untuk membawa beban .Penurunan tanah yang terjadi telah menghasilkan banyak kerusakan struktur pada perumahan. Pekerjaan-pekerjaan perbaikan dilakukan dengan metode underpinning menggunakan kombinasi antara micro pile dan balok serta stabilisasi tanah menggunakan pressure grouting. Dari pekerjaan perbaikan yang dilakukan memperlihatakan tidakadanya lagi pergerakan pada bangunan dan teknik underpinning memiliki dampak yang baik menstabilkan struktur pondasi.
IDENTIFIKASI KOMPOSISI SAMPAH LAUT DI PESISIR ACEH BARAT Ika Kusumawati; Mita Setyowati; Inseun Yuri Salena
JURNAL PERIKANAN TROPIS Vol 5, No 1 (2018)
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (603.83 KB) | DOI: 10.35308/jpt.v5i1.1026

Abstract

Marine Debris or Marine Liiter is a solid material that inadvertently or unintentionally left in the sea that has the impact of threatening the continuity and sustainability of marine life. Research on marine debris was conducted in West Aceh regency covering four coastal districts namely: Meurebo, Johan Pahlawan, Samatiga, and Arongan Lambalek. The purpose of this research is to identify the composition of marine debris in West Aceh district. So it can be as basic information to know the number and types of marine debris scattered in the coastal area of West Aceh regency, as well as for the related services in the management of marine debris. Data collection of marine debris is obtained by using line transects stretched along the coastline at the lowest tide. The results of research showed that Samatiga District is the most abundant area of marine debris with a total of 2300, then District Johan Pahlawan 1848, District Meureubo 281, and 145 District Arongan Lambalek. The most dominant composition of marine debris is found from all research locations divided (26.10%) Plastic Glass, (17.36%) Straw, and (14.95%) Food wrappers
Analysis and Planning of Punge Intersection Roundabout in Banda Aceh City M. Isya; Yusria Darma; Rachmat Taufiqy; Inseun Yuri Salena
Jurnal Inovasi Teknologi Vol 2 No 1 (2021): April
Publisher : Engineering Forum of Western Indonesian Government Universities Board (Forum Teknik, BKS-PTN Wilayah Barat) Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31629/jit.v2i1.3205

Abstract

The Punge intersection in Banda Aceh City is a four-armed intersection without traffic control devices such as traffic lights and roundabouts. The intersection performance from visual observation is currently very low, especially during peak hours. Therefore, it is presently considered necessary to evaluate road performance and carry out alternative handling planning. One alternative handling is to plan a roundabout at the intersection. Thus, this study aims to obtain road performance by comparing the use of a roundabout and without a roundabout. Analysis and planning using the MKJI and PTV Vissim 10.00-02 methods. It requires data on traffic volume, road geometry, and environmental conditions around the location. The analysis of roundabout planning with the widening of each arm with the MKJI and Vissim methods produces the level of services to deliver the best decisions for improving the intersection performance
The Influence Aggregates Artificial to The Strength Concrete Andi Yusra; Inseun Yuri Salena; Heri Safrizal
Budapest International Research in Exact Sciences (BirEx) Journal Vol 2, No 1 (2020): Budapest International Research in Exact Sciences, January
Publisher : Budapest International Research and Critics University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33258/birex.v2i1.697

Abstract

This study was conducted to investigate the effect of using aggregates artificial that is clay soil as partial substitution for coarse aggregates in concrete by determine the mass of concrete and its effect on the compressive strength. The proportion of aggregate artificial in design mix is 0%, 10%, 20%, and 30% with w/c ratio 0.3 and 25 MPa in strength design. The study used cylinder sample at test age 28 and 56 days. The weight of aggregates artificial is 12.97 kg and 13.05 kg for 0% subtitution, 12.07 kg and 12.12 kg, 10% subtitution, 11.45kg and 11.58kg (20%) and 10.95 kg and 11.17 kg, 30% subtitution. The test result in 0 % used aggregates artificial obtained strength concrete is 25.67 MPa and 25.95 MPa, 23.40 MPa and 23.87 MPa (10% used aggregates artificial), 18.02 MPa and 18.49 MPa (20% used) and 15.29 MPa and 15.85 MPa (30% used aggregates artificial). The results indicated that the higher the percentage in ALWA, the less the weight of concrete. Variation in aggregates artificial percentages affected the compressive strength, but in concrete ages, it did not have effect. However, the strength of the concrete may decrease, but still can be used as a structural concrete with a lighter weight of concrete.
IDENTIFIKASI SISTEM PROTEKSI KEBAKARAN SERTA TINGKAT KEANDALAN KESELAMATAN BANGUNAN FAKULTAS KESEHATAN MASYARAKAT DI UNIVERSITAS TEUKU UMAR Inseun Yuri Salena; Meylis Safriani; Novrizal .
Educational Building Jurnal Pendidikan Teknik Bangunan dan Sipil Vol 5, No 2 DES (2019): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (920.603 KB) | DOI: 10.24114/ebjptbs.v5i2 DES.16141

Abstract

Penelitian ini bertujuan untuk mengidentifikasi ketersediaan sistem proteksi kebakaran serta tingkat keandalan bangunan pada gedung F1 dan F2 Fakultas Kesehatan Masyarakat Universitas Teuku Umar berdasarkan Peraturan Menteri Pekerjaan Umum No. 26/PRT/M/2008 tentang persyaratan teknis sistem proteksi kebakaran pada bangunan gedung dan lingkungan serta Pd-T-11-2005-C yaitu pedoman pemeriksaan keselamatan bangunan gedung. Komponen sistem proteksi kebakaran yang di identifikasi adalah Kelengkapan Tapak, Sarana Keselamatan, sistem proteksi kebakaran Aktif dan Pasif dengan melakukan pengamatan langsung dilapangan menggunakan formulir daftar periksa. Data yang dikumpulkan kemudian dianalisis dengan metode Likert yang menghasilkan tingkat kesesuaian penerapan dengan peraturan yang berlaku serta pemeriksaan nilai tingkat keandalan keselamatan bangunan. Hasil analisis pada Sistem Proteksi Pasif pada gedung F1 dan F2 diperoleh nilai 2.28 dan 2.44 dalam skala Likert yang menunjukkan kurang sesuai dengan peraturan dan untuk sistem proteksi aktif pada gedung F1 dan F2 memperoleh nilai 1.33 dan 1 yaitu sangat tidak sesuai peraturan. Persentase Penilaian Tingkat Keandalan Sistem Keselamatan Bangunan (NKSKB)menunjukkan hasil bagi komponen sistem keselamatan bangunan pada gedung F1 yaitu 37.26%dan gedung F2sebesar 37.11 % dari nilai maksimum 100% untuk keseluruhan komponen sistem keselamatan kebakaran.Berdasarkan hasil yang diperoleh menunjukkan bahwa sistem keselamatan kebakaran pada gedung F1 dan F2 Fakultas Kesehatan Masyarakat masuk dalam klasifikasi Kurang Baik.Seluruh komponen Sistem Keselamatan yang masih  minim sangat memerlukan peningkatan dan perbaikansehingga resiko bahaya dapat diminimalisir dan diantisipasi dengan baik serta penanggulangan bencana kebakaran dapat ditangani secara optimal. Kata Kunci: Keandalan Bangunan, Keselamatan Kebakaran, Sistem Proteksi ABSTRACT This study aims to identify the availability of fire protection systems and the level of building reliability in the F1 and F2 buildings of the Faculty of Public Health, Teuku Umar University based on Minister of Public Works Regulation No. 26/RT/M/2008 concerning the technical requirements of fire protection systems in buildings and the environment and Pd-T-11-2005-C, namely guidelines for building safety inspection. The fire protection system components identified are Means of Egress,Site equipment, the Passive and Activefire protection system by making direct observations in the field using a checklist form. The data collected is then analyzed using the Likert method, which results in the appropriateness of the application with applicable regulations and checks on the value of the building's safety level. The results of the analysis of the Passive Protection System in F1 and F2 buildings obtained a value of 2.28 and 2.44 on the Likert scale which shows less in accordance to the regulations and for the active protection system in the F1 and F2 buildings obtain the value of 1. 33 and 1 which is very not in accordance with the regulation. Percentage Rating of Building Safety System Reliability Level (NKSKB) shows the results for the building safety system component in F1 building that is 37.26% and building F2 is 37.11% of the maximum value of 100% for all components of the fire safety system. Based on the results obtained indicate that the fire safety system in the F1 and F2 buildings of the Faculty of Public Health classified as Poor in reliability. All components of the Safety System that are still minimal need improvement and so that can minimize the risk and properly anticipate. The handling of fire disasters can optimally handle.Keywords: Building Reliability, Fire safety, Protection system 
Study of Drainage Capacity in Ujung Kalak Village, West Aceh District Meylis Safriani; Inseun Yuri Salena; M Arrie Rafsanjani; Isdaryanto Iskandar
International Journal of Engineering, Science and Information Technology Vol 2, No 4 (2022)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v2i4.329

Abstract

Flood inundation occurs on main roads in Meulaboh City, especially when it rains. Johan Pahlawan District is one of the sub-districts in West Aceh Regency. This sub-district includes a densely populated area of 4243 people, which is in the urban area of Meulaboh City One is the road in Ujung Kalak Village, where floods often occur even though the village already has drainage. A study of the drainage profile is needed to determine the ability of the drainage to accommodate rainwater discharge. The purpose of this study is to find out whether the drainage capacity is able or not to accommodate rainwater discharge. Then proceed with redesigning the drainage dimensions if the study results show insufficient drainage dimensions to accommodate flood discharge. The research method uses descriptive qualitative. Data collection begins with conducting field surveys to measure the dimensions of the existing drainage channel, including measuring the channel's width, height, and slope. The data needed in this study are rainfall data for at least ten years used to calculate the planned flood discharge and land cover maps to calculate the flow coefficient. The research showed that 24 out of 29 channel segments needed to be enlarged in dimension. Of the 24 channel segments, 70 percent of the channels require cleaning of sediment and channel maintenance so that rainwater can flow and inundation does not occur again.
A Feasibility Study of The Bubon Port to Improve Maritime Affairs in West Aceh District Zakia Zakia; Meylis Safriani; Delfian Masrura; Dian Febrianti; Inseun Yuri Salena
International Journal of Engineering, Science and Information Technology Vol 3, No 1 (2023)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v3i1.412

Abstract

Kuala Bubon Port, a maritime axis in the west-south Aceh region is one of the crossing facilities that connects shipping activities by the surrounding community. The need for passenger departures and logistics transportation is increasing every year. Therefore, to facilitate inter-island crossing activities, it is planned to develop buildings and facilities at Kuala Bubon Port. It is necessary to carry out a feasibility study for these infrastructure development activities to determine the feasibility of the development project. Besides that, the feasibility study also avoids the risk of loss. Research This feasibility study uses data analysis, including the Budget Plan analysis and the cash flow (cash flow) analysis. The method for analyzing cash flow uses 4 methods, namely Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), and Break Event Point (BEP). The four methods refer to the calculation of direct, indirect, and annual costs. This calculation is obtained from processing primary and secondary data and assuming an interest rate of 3.50%, and the project's economic life is set at 25 years. For NPV analysis, the investment is feasible if the results are positive. Conversely, if the NPV is negative, the investment is not feasible. Furthermore, if the BCR value ≥ 1, the IRR value ≥ the interest rate, and the BEP are obtained when the NPV = 0, then the project can be feasible. After calculating, the NPV value obtained is IDR 1,730,821,838,222, the BCR value is 162.93%, the IRR value is 5.25%, and the BEP was obtained in year 4, day 39. Based on the results of these calculations, the project can be said to be feasible to implement. The results of this study are expected to be one of the references and information for the Department of Transportation, Water Resources Public Works, and the Government to plan the right design for development projects at ports. The long-term target is that the results obtained can be used as data in other water construction projects so that they are effective from a financial perspective.
Influence of Groundnut Shell Powder on Normal Concrete's Split Tensile Strength Samsunan Samsunan; Fitria Husna Putri; Inseun Yuri Salena; Andrisman Satria
International Journal of Engineering, Science and Information Technology Vol 3, No 1 (2023)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v3i1.410

Abstract

Groundnut shell powder contains significant amounts of the chemical silica (SiO) to be utilized as construction materials. Through the use of groundnut shell powder, this study seeks to determine the split tensile strength of concrete (GSP). With a compressive strength design of f'c =21.7 MPa, the concrete mixture adheres to ACI 2I1.1-91. The aggregate of crushed stone with a maximum diameter of 19.1 mm. Portland cement type I is the type of cement utilized. With a variation of 0%, 5%, 7,5%, 10%, and 12.5%, additional material (GSP) substitutes cement in part. At 14 and 28 days old, concrete is tested for its tensile strength. For each modification, there are three cylindrical test objects, each measuring 30 cm in length and 15 cm in diameter. The split tensile strength of concrete was tested using 14-day-old peanut shell powder, and the results were 1,699 MPa, 1,840 MPa, 1,581 MPa, and 1,510 MPa, respectively. The findings demonstrated that concrete's split tensile strength (f'ct) was 28 days with a fluctuation of 0%; 5%; 7,5%; 10%; and the sequential 12.5% was 1,934; 2,170; 2.265; 1,958; and 1,887 Mpa. Following the findings, the ideal tensile strength value was at a variation of 7.5%, or 2,265 MPa, greater than 0% (1,934 MPa) of 17.11%. The age of 28 days was 7.5% higher than the age of 14 days (1,840 MPa) of 23.10% for the variation's maximum tensile strength. Compared to standard compressive strength test findings, the Split tensile strength value of concrete utilizing GSP is 6.83%
ANALISIS KARAKTERISTIK KEBUTUHAN DAN PENATAAN RUANG PARKIR KENDARAAN DI SWALAYAN SEJAHTERA BLANGPIDIE Tripoli, Bambang; Idris, Fadli; Masrura, Delfian; Malia, Rezqi; Dinda, Raina Parmitalia; Samsunan, Samsunan; Fazlina, Rita; Rinaldy, Rinaldy; Salena, Inseun Yuri; Zulyaden, Zulyaden; Mawardi, Edi; TH, T. Hardianto.
DINAMIS Vol 21 No 2 Desember (2024): Dinamis
Publisher : Lembaga Penelitian dan Pengabdian Masyarakat Universitas Sains dan Teknologi Jayapura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58839/jd.v21i2.1450

Abstract

Studi ini berfokus pada masalah pengelolaan parkir di Swalayan Sejahtera Blangpidie, yang mengalami peningkatan jumlah kendaraan, terutama di waktu siang dan akhir pekan. Penelitian ini berfokus pada bagaimana perubahan volume parkir, akumulasi parkir, dan durasi parkir mempengaruhi efisiensi pengelolaan parkir. Tujuan dari penelitian ini adalah untuk mengevaluasi pola parkir, kapasitas parkir, dan indeks parkir untuk menghasilkan saran pengelolaan yang lebih efisien. Metode yang digunakan adalah pengamatan langsung dan penghitungan statistik untuk volume, akumulasi, durasi, dan pergantian parkir pada waktu tertentu. Hasil penelitian menunjukkan bahwa jumlah parkir meningkat secara signifikan selama jam sibuk, dengan tingkat tertinggi pada hari Minggu sore. Akumulasi parkir yang tinggi dan indeks parkir menunjukkan bahwa ada kebutuhan akan peningkatan kapasitas atau manajemen yang lebih efisien selama jam sibuk. Salah satu keuntungan dari penelitian ini adalah memberikan pengetahuan tentang metode pengelolaan parkir yang lebih efisien dan efektif untuk mengatasi kepadatan kendaraan yang tinggi, terutama saat jam puncak. Dengan bantuan penelitian ini, ilmu yang berkaitan dengan pengelolaan ruang parkir dan teknologi yang digunakan untuk meningkatkan kapasitas parkir telah dikembangkan. Kedua ilmu ini dapat diterapkan pada manajemen fasilitas umum lainnya.
Co-Authors Amin, Muhammad Arrie Rafshanjani Andi Yusra Andrisman Satria Bambang Tripoli Delfian Masrura DIAN FEBRIANTI dian febrianti Fadli Idris Farizal, Teuku Fazlina, Rita Febrianty, Dian Fitria Husna Putri Fitry Hasdanita Heri Safrizal Ika Kusumawati Isdaryanto Iskandar M. Isya Malia, Rezqi Mawardi, Edi Meylis Safriani Mita Setyowati Novrizal . Putri, Enda Silvia Rachmat Taufiqy Rafshanjani, M. Arie Rafshanjani, M.Arrie Rafshanjani, Muhammad Arrie Raina Parmitalia Dinda Rinaldy Rinaldy Safriani, Meslis Samsunan Samsunan Samsunan, Samsunan Sariani, Meylis TH, T. Hardianto. Yusra, Andi Yusria Darma Zakia Zakia zakia, Zakia Zulyaden, Zulyaden