cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Wirna Rindang Putri Larosa
Contact Email
admin@sihojurnal.com
Phone
+6282290663210
Journal Mail Official
admin@sihojurnal.com
Editorial Address
Jln. Dusun I No. 72 Desa Tetehosi Kecamatan Idanogawo Kabupaten Nias
Location
Kab. nias,
Sumatera utara
INDONESIA
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 13 Documents
 1   2 
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.
Model Manajemen Risiko Infrastruktur Transportasi Terhadap Dampak Perubahan Iklim Dan Banjir Artosin
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 1 (2026): JITESNA - Januari
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i1.993

Abstract

Global climate change has significantly affected the sustainability of transportation infrastructure, particularly due to the increasing intensity and frequency of floods in various regions. Roads, bridges, and other transport networks have become more vulnerable to physical damage and operational disruptions. This study aims to develop an adaptive risk management model to address the impacts of climate change and flooding on transportation infrastructure. The approach employs ISO 31000:2018-based risk analysis supported by spatial data, hydrological modeling, and the integration of disaster mitigation policies. The results indicate that the implementation of a technology-based and adaptive governance risk management model can enhance transportation infrastructure resilience against extreme climate risks. Furthermore, the study highlights the importance of cross-sector collaboration among government, academia, and practitioners in applying sustainable adaptation and mitigation strategies.
Analisis Kinerja Beton Ramah Lingkungan Berbasis Fly Ash Dan Slag Terhadap Kuat Tekan Dan Durabilitas Deki Sipul Umbu Hina
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 1 (2026): JITESNA - Januari
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i1.1000

Abstract

The construction industry significantly contributes to global carbon emissions due to the extensive use of Portland cement. One approach to reducing environmental impacts is the development of eco-friendly concrete by utilizing industrial waste materials such as fly ash and slag as partial cement replacements. This study aims to analyze the performance of fly ash- and slag-based eco-friendly concrete in terms of compressive strength and durability. An experimental laboratory method was employed using several concrete mix variations, including normal concrete, fly ash concrete, slag concrete, and their combined mixture. Compressive strength tests were conducted at 7, 14, and 28 days, while durability was evaluated through water absorption and porosity tests. The results indicate that concrete containing fly ash and slag exhibits slower strength development at early ages; however, at 28 days, it achieves comparable or higher compressive strength than normal concrete. In terms of durability, eco-friendly concrete shows lower water absorption and porosity values, indicating a denser microstructure and better resistance to aggressive environmental exposure. Therefore, fly ash- and slag-based concrete has strong potential as a sustainable construction material.
Pengaruh Perubahan Tata Guna Lahan Terhadap Peningkatan Limpasan Permukaan Akibat Urbanisasi Dan Risiko Banjir Yosua Ifanemaga Harefa
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 1 (2026): JITESNA - Januari
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i1.1052

Abstract

Land use change due to urbanization has a significant impact on increasing surface runoff and flood risk in urban areas. This study aims to analyze the effect of converting agricultural and natural vegetation areas into residential and industrial zones on surface runoff and flood potential. Data were collected through satellite image analysis, field surveys, and historical rainfall and river discharge records. The analysis was conducted using the Curve Number (CN) method to calculate surface runoff and Pearson correlation to examine the significant relationship between land use change and peak discharge. The results show that urbanization increased impervious surface area by up to 32%, resulting in an average runoff increase of 48.6%. Pearson correlation analysis indicates a very strong relationship between land use change and peak discharge (r = 0.82, p < 0.01). Flood risk mapping indicates that urban centers and suburban areas with high urbanization levels face the highest flood risk. The study recommends sustainable land use management through conservation of infiltration areas, development of natural drainage systems, and regulation of green open spaces to mitigate flood risks.
Evaluasi Kinerja Struktur Jembatan Terhadap Beban Gempa Berdasarkan Analisis Dinamik Dan Ketentuan SNI Terbaru Masarrah
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 1 (2026): JITESNA - Januari
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i1.1067

Abstract

The construction industry significantly contributes to global carbon emissions due to the extensive use of Portland cement. One approach to reducing environmental impacts is the development of eco-friendly concrete by utilizing industrial waste materials such as fly ash and slag as partial cement replacements. This study aims to analyze the performance of fly ash- and slag-based eco-friendly concrete in terms of compressive strength and durability. An experimental laboratory method was employed using several concrete mix variations, including normal concrete, fly ash concrete, slag concrete, and their combined mixture. Compressive strength tests were conducted at 7, 14, and 28 days, while durability was evaluated through water absorption and porosity tests. The results indicate that concrete containing fly ash and slag exhibits slower strength development at early ages; however, at 28 days, it achieves comparable or higher compressive strength than normal concrete. In terms of durability, eco-friendly concrete shows lower water absorption and porosity values, indicating a denser microstructure and better resistance to aggressive environmental exposure. Therefore, fly ash- and slag-based concrete has strong potential as a sustainable construction material.
Analisis Faktor Latar Belakang Pendidikan Menengah Dalam Penguasaan Matematika Dasar Mahasiswa Baru Teknik Sipil Dan Teknik Pertambangan Di Kota Gunungsitoli Idelman Zundrianto Zendarato; David Ardian Gea; Hamedoni Harita
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 1 (2026): JITESNA - Januari
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i1.1287

Abstract

Basic mathematics is one of the main foundations in higher education, especially for students majoring in engineering fields such as civil engineering and mining engineering. Mastery of basic mathematical concepts is an important prerequisite for understanding advanced material in engineering, such as mechanics, structural analysis, numerical modelling, and other engineering calculations. Inaccurate understanding at this early stage has the potential to cause difficulties in solving quantitative and complex engineering problems in the future (Aida, 2021). This study uses a descriptive analytical method with a quantitative approach to describe and analyse the use of basic mathematics in calculating road material requirements and to evaluate its effectiveness. The research population consists of road construction projects in Indonesia in the last five years, with samples taken using purposive sampling from representative projects. The results show that the secondary education backgrounds of new students in the Civil Engineering and Mining Engineering Study Program in Gunungsitoli City are heterogeneous. Students came from various types of schools, namely senior high schools majoring in natural sciences, senior high schools not majoring in natural sciences, and vocational high schools with various expertise programmes. These differences in educational backgrounds had an impact on the variation in students' mastery of basic mathematics at the beginning of their studies. Based on the research results and discussion, it can be concluded that secondary education background plays an important role in determining the level of basic mathematics mastery of new students in the Civil Engineering and Mining Engineering Study Program in Gunungsitoli City. Differences in the types of schools attended, the curricula followed, and the intensity of mathematics learning at the secondary education level cause students to enter university with varying levels of initial mathematics ability.

Page 1 of 2 | Total Record : 13

 1   2 

Filter by Year

2025 2026


Reset
Filter By Issues
All Issue Vol. 2 No. 1 (2026): JITESNA - Januari Vol. 1 No. 1 (2025): JITESNA - Juli