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Roi Milyardi
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Program Studi Teknik Sipil Universitas Kristen Maranatha, Jl. Surya Sumantri No.65, Sukawarna, Kec. Sukajadi, Kota Bandung, Jawa Barat 40164
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INDONESIA
Jurnal Teknik Sipil
Published by Universitas Kristen Maranatha
ISSN : 14119331     EISSN : 25497219     DOI : https://doi.org/10.28932/jts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil is an Indonesia national wide accredited, peer reviewed, open access journal that publish and disseminate high quality, original research papers in Civil Engineering Field. Jurnal Teknik Sipil covers the following scope of research Structures, Geotechnics, Hydrology and Hydraulics, Transportation, Construction Engineering & Management, Infrastructure Management, Disaster Management, Materials Technology.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 315 Documents
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Penentuan Prioritas Perbaikan Ruas Jalan Arteri Sekunder di Kota Kediri Menggunakan Metode AHP dan COPRAS-G Willy Husada; Ambrosius Matthew Junius Reynaldo; Agustinus Yogi Giantoro Putra
Jurnal Teknik Sipil Vol 22 No 2 (2026): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v22i2.14552

Abstract

Road infrastructure plays a strategic role in supporting socio-economic development and regional mobility. The sustainability of road performance depends on effective and continuous repair and maintenance. However, budget limitations often prevent all road sections from being repaired simultaneously. To overcome this challenge, a systematic approach is required to determine road repair priorities using Multi-Criteria Decision-Making (MCDM) methods. This study applies the Analytical Hierarchy Process (AHP) and the Complex Proportional Assessment of Alternatives with Grey Relations (COPRAS-G) to determine the weights of criteria and sub-criteria based on expert judgment and to rank road sections for repair. The case study focuses on six secondary arterial roads in Kediri City, using expert judgment data from staff of the Bina Marga Division, Public Works and Spatial Planning Agency (PUPR) of Kediri City. The results indicate that road condition, traffic volume, and economic factors are the dominant criteria in determining road repair priorities, with the main sub-criteria including road repair benefits, truck traffic volume, potholes, road undulations, and maintenance costs. The ranking results show that Imam Bonjol Street and MT Haryono Street are the highest-priority roads for repair, followed by Brigjen Katamso Street, Mayor Bismo Street, Diponegoro Street, and Hasanudin Street.
Forensik Geoteknik Kerusakan Bangunan di Semarang Adrian Rahardjo; Anastasia Lestari
Jurnal Teknik Sipil Vol 22 No 2 (2026): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v22i2.14791

Abstract

 This study investigates the cause of damage to a newly completed workshop building within a polytechnic campus project in Semarang, located close to ongoing pile driving for new buildings. The workshop is supported by 25 cm × 25 cm mini piles, 12 m long. A geotechnical forensic investigation was carried out using geotechnical boring, CPTu, and monitoring with an inclinometer, an extensometer, and a vibrating wire piezometer. The CPTu interpretation, based on the Bq and Bq* parameters, identified a 12–26 m deep soft soil zone that is still under consolidated (Bq > 0.68; OCR = 0.709), with an average degree of consolidation of 75–82%. The piezometer recorded an excess pore water pressure of 167 kPa, the extensometer recorded 13 mm of vertical settlement over three months, and the inclinometer showed no significant lateral movement. Calculations yielded a consolidation settlement of 0.73 m and a negative skin friction of 0.749 kN. The damage is attributed to settlement of still-consolidating soft soil, with the 12 m pile tips hanging in this layer, rather than to lateral displacement or vibration from pile driving.
Analisis Berbasis Risiko Pembiayaan Keselamatan dan Kesehatan Kerja: Studi Kasus Konstruksi Skala Kecil di Kota Bandung Deni Setiawan; Olga Catherina Pattipawaej; Robby Yussac Tallar; Yoel Christian
Jurnal Teknik Sipil Vol 22 No 2 (2026): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v22i2.14899

Abstract

The financing of Occupational Safety and Health (OSH) is frequently neglected in Indonesian small-scale construction, despite evidence that project scale does not mitigate accident risks. This study aims to identify work-related risks using Job Safety Analysis (JSA), evaluate current OSH implementation by contractor "X" in Bandung, and determine the necessary budget allocation based on risk levels. Utilizing a descriptive-quantitative approach, the research benchmarks field practices against Minister of PUPR Regulation No. 10/2021 regarding the Construction Safety Management System. Findings reveal that while basic measures exist, critical gaps remain in Collective Protective Equipment, specifically safety signage and fall protection. Quantitative analysis shows current OSH expenditure accounts for only 0.64% of the total project value, falling significantly below the mandated 1.0%–2.5% range. The study identifies a "Safety Gap" in high-risk phases (Risk Score = 12), where the Cost-to-Risk Ratio is zero. It concludes that an additional budget of IDR 4,480,000.00 is required to achieve a safe OSH proportion of 1.53%. By aligning OSH costs with actual risk profiles through JSA-based budgeting, small-scale contractors can fulfill regulatory requirements and enhance worker safety without compromising project viability.
Analisis Dinamik Nonlinier Kombinasi Prefabricated Prefinished Volumetric Construction Struktur Baja dengan Rangka Terbreis Konsentrik Khusus Aldian Nurdiansyah; Andy Prabowo
Jurnal Teknik Sipil Vol 22 No 2 (2026): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28932/jts.v22i2.15664

Abstract

Prefabricated Prefinished Volumetric Construction (PPVC) is one of the off-site construction that supports fast provision of housing programme in Indonesia. PPVC utilization endorses the two of United Nations Sustainable Development Goals (SDGs) which are focusing on infrastructure innovation and sustainable housing. Nonetheless, constructing PPVC in Indonesia has a limitiation due to very vulnerable site condition to earthquake occurance. This research aims to acknowledge the behavior of PPVC combined with Special Concentric Braced Frame (SCBF) as lateral resistance system with high level seismic load using nonlinear method evaluation, which are plastification pattern of plastic hinge until seismic performance level of structure. Nonlinear time history analysis refers to ASCE 41-17, NIST GCR 15-917-34, and FEMA P58-1. The module connection of PPVC structure is being detailed with spring constant approach to get best representive behavior, relatively close to the real situation. Performance level of PPVC combined with SCBF gives a reasonable condition for four storey small apartment, which is Immediate Occupancy (IO) for global and local evaluation result. SCBF helps the structure to resist lateral load from earthquake, thus, the load acting on PPVC module connection is not that in high number. Four storey apartment with PPVC is feasible enough to be built with available section (common) in Indonesia and strong enough to resist high level seismicity in Jakarta.
Cover & Editorial Page Volume 22 Issue 2 Oktober 2026 Jurnal Teknik Sipil Universitas Kristen Maranatha
Jurnal Teknik Sipil Vol 22 No 2 (2026): Jurnal Teknik Sipil
Publisher : Universitas Kristen Maranatha

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

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