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All Journal Journal of Civil Engineering PINISI Discretion Review Seminar Nasional Pengabdian Kepada Masyarakat Jurnal Flyover Seminar Nasional Hasil Penelitian LP2M UNM Jurnal Kemitraan Masyarakat JILMATEKS Jurnal Ilmiah Mahasiswa Teknik Sipil Jurnal Teknik Sipil (JUTSI)
Afiah, Indah Nur
Prodi Teknik Sipil Bangunan Gedung, Fakultas Teknik, Universitas Negeri Makassar, Indonesia
Religion Arts Humanities Chemistry Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Public Health Social Sciences Transportation Other

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Pelatihan Penggunaan Augmented Reality dan 3D SketchUp Untuk Simulasi Desain Bangunan Bagi Mahasiswa Teknik Sipil Ibrahim, Zulfadli; Marsa, Ivan Fachrul; Sitorus, Mentari Septanya; Saragi, Alexander Adrian; Afiah, Indah Nur
Seminar Nasional Pengabdian Kepada Masyarakat SEMINAR NASIONAL 2024:PROSIDING EDISI 10
Publisher : Seminar Nasional Pengabdian Kepada Masyarakat

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Abstract

Abstrak. Kemajuan teknologi digital, khususnya Augmented Reality (AR), telah membuka peluang untuk meningkatkan kualitas pembelajaran di bidang teknik sipil. Program pelatihan penggunaan AR dan model 3D berbasis SketchUp ini dilaksanakan di Fakultas Teknik Universitas Negeri Makassar, bertujuan untuk membekali mahasiswa Teknik Sipil Bangunan Gedung (D4) dengan pemahaman dasar dan keterampilan operasional terkait teknologi AR dalam simulasi rancang bangunan. Pelatihan meliputi pengenalan teknologi AR, demonstrasi penggunaan fitur AR melalui 3D Warehouse, serta praktik langsung secara individual. Hasil kegiatan menunjukkan bahwa peserta berhasil memahami fungsi, kelebihan, dan batasan AR, membedakan AR dengan Virtual Reality (VR), serta mampu mengoperasikan fitur AR untuk memvisualisasikan rancang bangunan sederhana secara mandiri. Kendala utama berupa perangkat smartphone yang tidak mendukung fitur AR berhasil diatasi secara efektif. Pelatihan ini memberikan kontribusi positif dalam mendukung pembelajaran berbasis teknologi modern dan meningkatkan keterampilan mahasiswa dalam memahami desain struktural.Kata kunci: augmented reality, 3d warehouse, teknik sipil
The Effect of Steel Fiber Content on the Splitting Tensile Strength of steel fiber reinforced concrete (SFRC) Sitorus, Mentari Septanya; Afiah, Indah Nur; Ibrahim, Zulfadli; Muhibuddin, Andi Firman
Journal of Civil Engineering Vol 40, No 2 (2025)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v40i2.22836

Abstract

Concrete is a composite material consisting of two main components namely aggregate and cement mortar as a binder. Concrete has high compressive strength but weak tensile strength. The addition of fiber in concrete can improve ductile behavior before collapse, inhibit the growth of crack expansion and increase durability. This study aims to examine the effect of fiber content on the mechanical properties of fiber concrete. The fibers used were ssteel fibers with hooked end, and l/d ratio = 67,7 mm with normal concrete quality f’c = 25 MPa. The percentage of fiber content used in this study was 0%, 0,1%, 0,2%, 0,3%, 0,5%, 0,75%, 1%, 1,5% and 2%. The results showed that the addition of fiber in concrete was able to increase the split tensile strength by 7 – 117%. Fiber concrete has higher ductility than normal concrete. This is indicated by the high deflection of fiber concrete compared to the deflection of normal concrete under load.
Critical Delay Factors in PHJD Road Construction Project: A Case Study in North Toraja Using the Relative Importance Index (RII) Method Ibrahim, Zulfadli; Muis, Ulmiah; Yunus, Ilham; Afiah, Indah Nur
PINISI Discretion Review Volume 8, Issue 2, March 2025
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/pdr.v8i2.75854

Abstract

This study aims to analyse the critical factors causing delays in the Provincial Road Grant Program (PHJD) road construction project in North Toraja Regency, particularly on the Pangala-Baruppu-West Sulawesi road segment, using the Relative Importance Index (RII) method. Data were collected through questionnaires completed by 34 respondents directly involved in the project, including contractors, supervising consultants, and other related parties. The results of the study show that the most significant cause of delays in the PHJD road construction project was material testing delays, with the highest RII score of 0.888. Other key contributors were material delivery issues, ineffective coordination, and unpredictable weather. Financial issues had a medium impact, while factors like low labor productivity and lack of GS responsibility were less influential. Design changes and land acquisition were the least significant. The findings emphasize the need for improved coordination, efficient material handling, and better preparation for environmental challenges to minimize delays and enhance project performance. 
Evaluative Study of OSH Management System in Civil and Mechanical Works of the 150 kV Raha Substation Project Afiah, Indah Nur; Shiber, Nahridzah Mahjubuh; Sitorus, Mentari S.; Ibrahim, Zulfadli; Muhibuddin, Andi Firman
PINISI Discretion Review Volume 8, Issue 2, March 2025
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/pdr.v8i2.75856

Abstract

The construction of substations is one of the most crucial electrical projects in the development of infrastructure and economic growth, to ensure a stable, reliable, and equitable supply of electricity. Electrical construction projects inherently present significant occupational safety and accident risks, ranging from exposure to high voltage to incidents involving heavy equipment. In Indonesia, the Occupational Safety and Health (OSH) Management System known as SMK3 is mandated by Government Regulation (PP) No. 50 of 2012, and serves as the national framework for mitigating these dangers. The goal for implementing this system is to prevent and minimize human and financial losses, including lost work hours and declining productivity, thereby supporting more effective and efficient operational performance. In this study, the implementation of SMK3 on the 150 kV Raha Substation project was evaluated using a descriptive qualitative method with employing data collection instruments that included interviews, field observations, and a checklist of questions based on the audit criteria elements outlined in applicable regulations. The implementation of SMK3, based on 166 audit criteria in the Raha 150 kV Substation construction project, as per PP No. 50 of 2012, achieved a compliance rate of 92.17% (153 criteria compliant and 13 criteria non-compliant), categorized as satisfactory category. From the analysis of respondent interviews and field observations, it was found that the main factors causing obstacles to the optimal implementation of OSH in general are low employee understanding, budget constraints, lack of standardization among subcontractors, and disparities in employee competencies. 
Zero Accident di Dunia Konstruksi Edukasi Keselamatan dan Kesehatan Kerja (K3) Konstruksi Bagi Siswa SMKN 4 Gowa Sitorus, Mentari S.; Zulfadli Ibrahim; Ivan Fachrul Marsha; Andi Firman Muhibuddin; Indah Nur Afiah
Jurnal Kemitraan Masyarakat Vol. 2 No. 1 (2025): Jurnal Kemitraan Masyarakat
Publisher : Lembaga Pengembangan Kinerja Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62383/jkm.v2i1.1228

Abstract

The high number of work accidents indicates that the implementation of Occupational Safety and Health (K3) is still not optimal, particularly in the construction industry. Vocational schools (SMK) can foster awareness from an early age through education and training. Students in general are not aware of the potential for workplace accidents yet. K3 education for students from an early age can help provide a beneficial understanding and foster attitudes and habits to apply K3 in their future work environments. The purpose of this program is to provide understanding and basic knowledge of construction K3 to students of SMKN 4 Gowa. The method used to educate students through this K3 learning is lectures and socialization, as well as evaluation through pre-tests and post-tests. Overall, the results show that this K3 education activity helps students in the Building Modeling and Information Design program at SMKN 4 Gowa understand all the topics that were talked about. These include understanding K3 and the Zero Accident goal, the importance of construction K3, potential hazards in construction, methods of hazard identification and risk assessment, risk control, recognizing personal protective equipment, symbols and signs, and learning about work accidents that happen in Indonesia.
Evaluasi Kinerja Struktur Beton Bertulang Dengan Pushover Analysis Berdasarkan ATC-40, FEMA 356 dan FEMA 440 Afiah, Indah Nur; Ashad, Hanafi; Junaedy Rahman, Mohammad
Jurnal Flyover Vol. 2 No. 2 (2022): Agustus - Januari
Publisher : Magister Teknik Sipil PPs UMI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52103/jfo.v2i2.1347

Abstract

Berdasarkan Peta Sumber Bahaya Gempa Indonesia tahun 2017, Kota Palu termasuk salah satu kota yang memiliki potensi gempa sangat tinggi. Dalam penentuan tingkat kinerja Gedung UPT- UPBJJ Universitas Terbuka Palu digunakan konsep evaluasi seismik berbasis kinerja (Performance Based Seismic Evaluation) dengan analisis pushover menggunakan program SAP2000) berdasarkan SNI 1726 : 2019, ATC-40, FEMA 356 dan FEMA 440 dengan memberikan pola beban lateral statik pada struktur dan meningkatkan faktor pengali secara bertahap sampai target perpindahan lateral dari suatu titik acuan tercapai. Hasil simpangan total maksimum menggunakan Metode ATC-40 adalah sebesar 0.0101 m untuk Arah-X dan 0.0081 m untuk Arah-Y sehingga tingkat kinerja struktur berada pada level Damage Control yang menunjukkan bahwa bangunan masih mampu menahan gempa yang terjadi dan resiko korban jiwa manusia sangat rendah. Untuk nilai target perpindahan, hasil evaluasi untuk Metode FEMA 356 diperoleh sebesar 0.1123 m untuk Arah-X dan 0.1401 m untuk Arah-Y serta drift aktual pada masing-masing arah sebesar 1.250% dan 1.556%, sedangkan untuk Metode FEMA 440 diperoleh nilai target perpindahan sebesar 0.1721 m untuk Arah-X dan 0.1787 m untuk Arah-Y serta drift aktual pada masing-masing arah sebesar 1.910% dan 1.990% maka tingkat kinerja struktur yang didapatkan berada pada level Life Safety yang menunjukkan bahwa pada saat struktur menerima beban gempa bangunan mengalami kerusakan komponen struktural dan non-struktural namun masih dapat difungsikan kembali setelah dilakukan perbaikan dan resiko korban jiwa diperkirakan rendah.
Tinjauan Perencanaan Substruktur Gedung Fakultas Agama Islam Universitas Muslim Indonesia dengan Menggunakan Pondasi Pelat Taqwin, Aksan; Afiah, Indah Nur; Ashad, Hanafi; Fadhil, Arsyad; Maruddin, Mukti
Jurnal Ilmiah Mahasiswa Teknik Sipil Vol. 1 No. 2 (2019): JILMATEKS (Jurnal Ilmiah Mahasiswa Teknik Sipil) April 2019
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Muslim Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33096/z6qhme97

Abstract

Struktur bawah (fondasi) pada bangunan merupakan bagian struktur yang bersentuhan langsung dengan tanah yang memikul beban-beban struktur yang berada diatasnya. Penentuan jenis fondasi dilakukan dengan melihat situasi area pembangunan gedung tersebut. Tujuan dari tinjauan perencanaan ini dapat merencanakan struktur fondasi pelat Gedung Fakultas Agama Islam Universitas Muslim Indonesia dan mengetahui daya dukung fondasi pelat akibat pembebanan supersturktur serta membandingkan penggunaan material yang digunakan sehingga dapat diketahui efisiensi substruktur antara perencanaan lama dengan tinjauan perencanaan. Data yang digunakan dalam tinjauan perencanaan ini yaitu data perencanaan lama superstruktur yang telah ada sebelumnya dan pengambilan data tanah dikedalaman perencanaan 2 meter berupa handboring dan sondir. Metode yang digunakan dalam tinjauan ini yaitu analisa dimensi pelat dan drop panel, analisa koefisien untuk distribusi momen, distribusi Momen kejalur kolom dan jalur tengah dan analisa penulangan yang mengacu pada SNI 2013. Menurut hasil analisa yang dilakukan penggunaan fondasi pelat dua arah tanpa balok dengan dimensi pelat 35 cm dan dimensi drop panel 300 x 280 x 35 mampu memikul beban struktur atas dan aman terhadap geser, namun dalam estimasi biaya keseluruhan tidak ekonomis.
Analisis Penyelidikan Tanah pada Pembangunan Masjid Ulil Albab UNM Parangtambung Dengan Menggunakan Alat Sondir dan Hand Boring Maming, Muhammad Idhil; Rahman, Mohammad Junaedy; Afiah, Indah Nur; Andriadi, Andi Muhammad Rezky
Seminar Nasional LP2M UNM SEMINAR NASIONAL 2025 : PROSIDING EDISI 3
Publisher : Seminar Nasional LP2M UNM

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Abstract

Abstrak. Penyelidikan tanah memegang peranan penting dalam pembangunan konstruksi bangunan sipil dan merupakan salah satu persyaratan yang wajib dilakukan dalam perencanaan konstruksi bangunan bawah. Uji sondir merupakan penyelidikan tanah dilapangan yang banyak digunakan di Indonesia. Pengujian SPT atau sering disebut uji boring merupakan pengujian yang bertujuan untuk mengetahui besar perlawanan dinamik dari tanah dengan teknik penumbukan. Tanah merupakan peranan penting dalam suatu pekerjaan konstruksi. Semua bangunan umunya dibuat di atas dan di bawah permukaan tanah, maka dari itu diperlukan perencanaan pondasi yang mampu menyalurkan beban dari bangunan atas ke tanah. Untuk menentukan dan mengklasifikasikan tanah diperlukan suatu pengamatan lapangan, jika mengandalkan pengamatan di lapangan, maka kesalahan-kesalahan yang disebabkan oleh perbedaan pengamatan perorangan akan menjadi sangat besar. Penelitian ini bertujuan untuk menganalisis kondisi tanah dan mengetahui sifat-sifat tanah serta kemampuan tanah untuk mendukung beban bangunan yang direncanakan dan penentuan pondasi yang cocok. Pengujian yang dilakukan adalah Uji Sondir di lapangan sampai mencapai tanah keras/padat (qc≥120 – 200 kg/cm2) dan Hand Boring di kedalaman sampai 3.00 m. Hasil penelitian menunjukkan bahwa tanah keras berada pada kedalaman 14.40 m s/d 14.80  m dari permukaan tanah setempat dengan nilai Qc antara  120 kg/cm2 s/d 180 kg/cm2. Hasil yang diharapkan adalah temuan atau rencana pondasi yang cocok digunakan sebagai bahan pertimbangan dalam menganalisis kapasitas daya dukung dan penurunan yang aman untuk Pembangunan Masjid Ulil Albab UNM Parangtambung, Makassar.Kata Kunci: Penyelidikan, Tanah, Sondir, Uji Boring, Pondasi
Traffic Impact Analysis of the XYZ Livin Cluster Development at Tanjung Bunga, Makassar City Indah Nur Afiah; Nursafanah Dzakiyah Almakassari
Jurnal Teknik Sipil Vol 1 No 1 (2025): Jurnal Teknik Sipil (JUTSI)
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/jutsi.v1i1.5106

Abstract

The development of Cluster XYZ Livin in the Tanjung Bunga area of Makassar has the potential to impact surrounding traffic conditions. This study analyzes the traffic impact of the development using a quantitative, field survey-based method. Traffic volume, free-flow speed, and road capacity values were processed from data collected on weekdays and weekends. The Level of Service (LOS) analysis refers to the Indonesian Highway Capacity Manual (MKJI 1997), using the volume-to-capacity ratio (V/C) for road segments and Degree of Saturation (DS) for intersections. For road segments, results show that although vehicle volume increases during peak hours, most V/C values remain within categories A–B across various scenarios, including existing conditions, construction phase, operation in 2025, and projections for 2030. The lowest LOS at intersections occurred during weekday evening peak hours, classified as category C. The existing road capacity is still sufficient to accommodate additional traffic load. Recommended mitigation measures include traffic management and road widening. This study serves as a reference for planning and mitigating traffic impacts to ensure development does not disrupt transportation performance.
Co-Authors Andriadi, Andi Muhammad Rezky Fadhil, Arsyad Hanafi Ashad Ibrahim, Zulfadli Ivan Fachrul Marsha Junaedy Rahman, Mohammad Maming, Muhammad Idhil Marsa, Ivan Fachrul Maruddin, Mukti Mentari S Sitorus Mohammad Junaedy Rahman, Mohammad Junaedy Muhibuddin, Andi Firman Muis, Ulmiah Nursafanah Dzakiyah Almakassari Saragi, Alexander Adrian Shiber, Nahridzah Mahjubuh Taqwin, Aksan Yunus, Ilham