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Jurnal Ilmu Teknik Sipil Indonesia (JITESNA)
Published by CV. Sinar Howuhowu
ISSN : -     EISSN : 31231721     DOI : https://doi.org/10.70134/jitesna
Core Subject : Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Mechanical Engineering Transportation
Jurnal Ilmu Teknik Sipil Indonesia (JITESNA) merupakan jurnal ilmiah peer-reviewed yang fokus pada penyebaran hasil penelitian, ulasan, dan studi kasus di bidang Teknik Sipil. Diterbitkan dua kali dalam setahun, JITESNA bertujuan untuk mendukung kemajuan akademik dan praktik profesional dalam rekayasa struktur, infrastruktur, dan manajemen konstruksi di Indonesia. Lingkup kajjian ``jurnal ini mencakup berbagai topik utama dalam teknik sipil, termasuk rekayasa struktur dan material bangunan, geoteknik dan teknik fondasi, teknik transportasi dan jalan raya, serta manajemen dan ekonomi konstruksi. Selain itu, jurnal ini juga membahas teknik sumber daya air dan irigasi, teknik lingkungan dan kinerja infrastruktur, serta penerapan teknologi baru dalam konstruksi seperti Building Information Modeling (BIM) dan smart infrastructure. JITESNA turut membuka ruang bagi publikasi yang mengangkat analisis risiko dan keselamatan konstruksi, serta studi kasus dan kajian lapangan dari proyek-proyek sipil yang relevan. Dengan cakupan topik yang luas dan relevan, JITESNA berkomitmen menjadi wadah akademik yang mendorong inovasi dan penyebaran pengetahuan dalam bidang teknik sipil secara berkelanjutan.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 5 Documents
 1 
Search results for , issue "Vol. 1 No. 1 (2025): JITESNA - Juli" : 5 Documents clear
Penerapan Building Information Modeling (BIM) Dalam Peningkatan Efisiensi Biaya Dan Jadwal Pada Proyek Konstruksi Gedung Bertingkat Tinggi Andres
Jurnal Ilmu Teknik Sipil Indonesia Vol. 1 No. 1 (2025): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v1i1.745

Abstract

This study analyzes the application of Building Information Modeling (BIM) as a solution to enhance cost and schedule efficiency in high-rise building construction projects. While such projects often face challenges of cost overruns and delays, this research demonstrates that the adoption of BIM fundamentally transforms project management into a more integrated and efficient process. A qualitative approach with a case study method was used to collect primary data through in-depth interviews and secondary data from project documents. The findings indicate that BIM significantly contributes to cost efficiency through more accurate estimations (5D BIM), reduced material waste, and minimal rework. In terms of schedule, BIM accelerates the construction process with virtual clash detection at early stages (4D BIM), which reduces delays on-site. Furthermore, BIM improves team collaboration and facilitates faster decision-making. Although initial adoption requires investment, its long-term benefits, such as financial savings and project acceleration, far outweigh the costs. This study concludes that BIM is a transformative methodology crucial for achieving success in modern construction projects.
Optimasi Desain Jembatan Gantung Dengan Menggunakan Material Komposit Serat Karbon Untuk Peningkatan Efisiensi Dan Daya Tahan Deki Sipul Umbu Hina
Jurnal Ilmu Teknik Sipil Indonesia Vol. 1 No. 1 (2025): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v1i1.746

Abstract

This study aims to optimize the design of suspension bridges by utilizing carbon fiber composite materials to enhance structural efficiency and long-term durability. Employing a quantitative methodology, this research compares two bridge design models—a conventional model (steel) and an innovative model (carbon fiber composite)—through numerical simulations based on the Finite Element Method (FEM). The analysis results indicate that the use of carbon fiber composites leads to a significant reduction in total structural weight (up to 45%), which substantially decreases the load on foundations and towers. Furthermore, the composite model demonstrates a more stable dynamic response, with a higher natural frequency that improves its resistance to wind and seismic resonance, a critical factor for long-span bridges. In terms of durability, carbon fiber composites excel due to their inherent corrosion resistance and fatigue resistance, potentially reducing lifetime maintenance costs. Although the initial material cost of composites is higher, a life-cycle cost analysis suggests that long-term savings from maintenance can offset this initial investment. The study concludes that carbon fiber composite material is a technically superior and viable alternative for modern suspension bridge design, offering a lighter, stronger, and more sustainable solution for future infrastructure.
Analisis Risiko Bencana Banjir Dan Strategi Mitigasi Berbasis Infrastruktur Drainase Berkelanjutan Di Kawasan Perkotaan Padat Penduduk Wahyuni
Jurnal Ilmu Teknik Sipil Indonesia Vol. 1 No. 1 (2025): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v1i1.747

Abstract

Urban flooding has become a chronic problem in densely populated areas, triggered by a combination of high rainfall intensity, rapid urbanization, and the limited capacity of conventional drainage infrastructure. This study aims to analyze urban flood risk and formulate effective mitigation strategies through a sustainable drainage approach. The research employed a mixed-methods approach, combining qualitative and quantitative data from secondary sources, field observations, interviews, and questionnaires. Spatial analysis using Geographic Information Systems (GIS) revealed that the highest flood risk is concentrated in areas with high population density and degraded drainage systems. The findings indicate that conventional mitigation strategies are not entirely effective. In contrast, the implementation of sustainable drainage infrastructure, such as biopori infiltration holes and retention ponds, was shown to significantly reduce surface runoff and increase water infiltration capacity. However, institutional and social challenges remain major obstacles to their implementation. Therefore, this study recommends an integrated mitigation framework that includes accurate risk analysis, the implementation of sustainable technology, and the strengthening of community participation.
Perbandingan Kinerja Sistem Perkuatan Tanah Pada Penanganan Lereng Tidak Stabil Di Proyek Jalan Tol Bimawijaya Laia; Jun Fajar Krisman Giawa; Kevin Berkat Mendrofa; Andrew Christover Harefa; Laurensius Tema Berkati Jaya Gulo
Jurnal Ilmu Teknik Sipil Indonesia Vol. 1 No. 1 (2025): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v1i1.748

Abstract

This study presents a comparative analysis of the technical effectiveness and cost efficiency of three ground reinforcement methods—geogrids, soil nailing, and gabion retaining walls—for slope stabilization in highway construction projects. Numerical modeling using geotechnical software was conducted to evaluate the performance of each method based on the increase in the factor of safety (FS) and the degree of slope deformation. The results indicate that soil nailing is the most technically effective method, providing the highest FS increase (up to 1.68) and the best control over deformation. However, it also incurs the highest implementation cost. In contrast, geogrids proved to be the most cost-efficient solution, although with a more moderate FS increase. Meanwhile, gabion retaining walls offer a good compromise between performance and cost. The study concludes that the optimal choice of a ground reinforcement method must be based on a multi-criteria analysis that considers specific geotechnical conditions, safety priorities, and budget availability. The findings of this research are expected to serve as a practical guide for engineers in designing safe, efficient, and sustainable slope stabilization solutions.
Pengaruh Penggunaan Beton Ramah Lingkungan Terhadap Kekuatan Dan Ketahanan Struktur Bangunan Harashta
Jurnal Ilmu Teknik Sipil Indonesia Vol. 1 No. 1 (2025): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v1i1.749

Abstract

This study analyzes the effect of using green concrete on the strength and durability of building structures through a comprehensive literature review. Green concrete, which utilizes waste materials such as fly ash, slag, and silica fume as cement substitutes, and recycled concrete aggregate (RCA), offers a solution to reduce the ecological impact of the construction industry. The analysis shows that while cement substitution can decrease the early strength of concrete, its long-term strength tends to be equivalent to or even exceed that of conventional concrete. Specifically, the use of silica fume is proven to significantly increase compressive strength. Furthermore, green concrete demonstrates enhanced durability against chemical attacks such as chloride and sulfate, which effectively extends the service life of structures. Although challenges exist in material standardization and property variability, these findings confirm that green concrete is a reliable and sustainable alternative. This research concludes that the adoption of this material not only supports sustainable development but also provides significant technical benefits in terms of long-term structural strength and durability.

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