cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rudi Sugiono Suyono
Contact Email
Rudi Sugiono Suyono
Phone
-
Journal Mail Official
untanjtst@gmail.com
Editorial Address
-
Location
Kota pontianak,
Kalimantan barat
INDONESIA
Jurnal Teknik Sipil
Published by Universitas Tanjungpura
ISSN : 14123576     EISSN : 26218429     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil Universitas Tanjungpura merupakan publikasi ilmiah berkala yang diperuntukkan bagi peneliti yang hendak mempublikasikan hasil penelitiannya dalam bentuk studi literatur, peneltian, dan pengembangan teknologi sebagai bentuk penerapan metode, algoritma, maupun kerangka kerja. Melalui penulisan Jurnal Teknik Sipil yang terbit pada bulan Juni dan Desember setiap tahun. Redaksi Jurnal Teknik Sipil Universitas Tanjungpura mengundang para profesional dari dunia usaha, pendidikan dan peneliti untuk berpartisipasi mengembangkan profesi serta menyebarluaskan perkembangan ilmu dalam bidang Teknik Sipil termasuk geoteknik, transportasi, struktur, sumberdaya air dan lingkungan dengan penekanan khusus pada pengurangan resiko bencana termasuk pendekatan sosio-teknik untuk penanggulangan.
Arjuna Subject : -
Articles 588 Documents
 52   53   54   55   56 
Experimental Study of Polymer Concrete Material with SBR Latex for Bridge Pier: Compressive Test, Tensile Test, and Workability on Cylinder and Steel Samples Justitiannisa, Innino; Gunadi, Riawan
Jurnal Teknik Sipil Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i2.91523

Abstract

Concrete is a fundamental material in civil engineering structures due to its high compressive strength and durability. However, its low tensile strength, high permeability, and tendency to crack under environmental and mechanical stress limit its long-term performance, especially in substructures such as bridge piers exposed to dynamic and aggressive conditions. This study investigates the effect of incorporating 10% Styrene-Butadiene Rubber (SBR) Latex by weight into a polymer-modified concrete mix. The objective is to evaluate its mechanical behavior and workability as a preliminary step toward application in full-scale bridge pier construction. The concrete was designed using the Ohama method, which considers the interaction between polymer content and water"“cement ratio, while a dry-mix method was adopted to ensure uniformity and ease of implementation in field applications. Laboratory testing was conducted to evaluate the compressive strength at curing ages of 3, 7, and 28 days using cylindrical specimens (150 mm × 300 mm). The tensile strength of reinforcing bars (Ø8 mm, Ø10 mm, and Ø16 mm) was evaluated using a Universal Testing Machine (UTM), while slump testing was conducted to determine workability. The results showed that the modified concrete reached a compressive strength of 29.86 MPa at 28 days, or 99.53% of the target strength (f"²c = 30 MPa). A slump value of 12 cm indicated improved cohesion and workability, while tensile tests confirmed the reinforcement"™s structural performance. A bridge pier prototype was also developed, with a column size of 0.25 × 0.25 × 1.68 m and a column head of 1.20 × 0.55 × 0.36 m. Overall, the incorporation of 10% SBR latex enhanced the mechanical and rheological properties of concrete, supporting its potential for use in durable bridge pier applications.
Investigation of Epoxy Resin Effect as Additional Component on the Mechanical Properties of Polymer Concrete Kardianto, Arie; Elvira, Elvira; Herwani, Herwani; Nurhayati, Nurhayati
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.92762

Abstract

This research investigates the mechanical properties of polymer concrete, a composite material composed of varying proportions of epoxy resin, sand, and crushed stone. A total of 76 cylindrical specimens were prepared and tested for compressive strength, split tensile strength, and elastic modulus over curing durations of 1, 2, 7, and 14 days. The results indicated that the highest compressive strength of 44.78 MPa was achieved by a specimen with 34% epoxy resin and 66% crushed stone after 1 day of curing. In contrast, the lowest strength was found in mixtures with high sand content and lower resin proportions. The split tensile strength increased with the addition of crushed stone, reaching a peak value of 1.69 MPa at 14 days. Furthermore, the elastic modulus improved as the coarse aggregate content increased, with a maximum value of 4,538.50 MPa. These findings highlight the potential of epoxy-based polymer concrete as a viable alternative to conventional cement concrete, particularly for rapid-strength applications. The results also provide a foundation for optimizing mixture design in structural applications, contributing to the development of high-performance composite materials in civil engineering.
Implementation of Mathematical Modelling on The Case of Melawi River Sediment Transport through Van Rijn Method Kurniawan, Muhammad Hafiz; Soeryamassoeka, S.B.; Umar, Umar
Jurnal Teknik Sipil Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i2.86488

Abstract

This study examines sediment transport dynamics in the Melawi River, West Kalimantan, Indonesia, in response to illegal gold mining and uncontrolled sand mining activities. These activities have significantly increased sedimentation rates, negatively impacting the river ecosystem and local communities. This study used the Van Rijn method to analyse bottom sediment transport and suspended sediment transport at 12 monitoring sites along 900 km of the river. This study aims to analyse the rate of sediment transport and suspended sediment transport using the Van Rijn method. To plot the flow velocity and sediment concentration profiles. Derive mathematical equations from these graphs to predict sediment transport in the Melawi River. This comprehensive analysis will provide quantitative data on sediment transport rates, distribution patterns and predictive models of future sediment dynamics. The results will inform effective mitigation strategies, support sustainable river management and the well-being of communities along the Melawi River. The analysis showed that the bottom sediment transport of the Melawi River was 762,404 tonnes/year and the drift sediment transport was 190,245 tonnes/year, resulting in a total sediment transport of 952,649 tonnes/year.
Analysis of Parking Needs and Arrangements in the Pulau Datok Beach Tourism Area in Sukadana Alqadri, Istiqomah; Kadarini, S. Nurlaily; Azwansyah, Heri
Jurnal Teknik Sipil Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i2.91019

Abstract

Pantai Pulau Datok in Sukadana is one of the region"™s leading tourist destinations, experiencing a steady increase in visitor numbers each year. One of the emerging challenges alongside the rise in tourism activity is the provision of adequate parking facilities. This study aims to analyze parking user characteristics, assess parking demand, and design an optimal parking layout for the area. Primary data were collected through direct surveys of parking users and vehicle entry-exit observations, while secondary data were obtained from relevant agencies. The analysis revealed that peak vehicle accumulation occurred between 15.30 and 18.00, with the dominant parking duration ranging from 30 to 90 minutes. The parking index at some points approached maximum capacity, particularly for four-wheeled vehicles in certain areas. Although the current parking facilities can still accommodate the existing demand, more efficient management and strategic planning for facility expansion are essential to anticipate future increases in tourist visits. Well-organized parking arrangements will enhance visitor comfort and ensure smooth traffic flow within the tourism area.
Optimization of Bored Pile Foundation Usage in Apartment Development Projects in Batam Defitri, Hilga; Andriani, Andriani; Hakim, Abdul; Hape, Shafira Rahmadilla
Jurnal Teknik Sipil Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i2.91760

Abstract

Batam is actively developing apartments and hotels to support the growing tourism sector. Proper planning of structures and foundations is essential in the construction process to ensure the building's strength. Several factors must be considered when designing bored pile foundations, such as depth, diameter, and pile cap dimensions. Costs increase as the piles' diameter and the pile cap's dimensions expand. Therefore, optimizing the foundation design to achieve the optimal pile diameter, number of piles, and bearing capacity is important while maintaining cost efficiency without compromising foundation safety standards. This study aims to optimize the allowable bearing capacity of the actual bored pile foundation using the N-SPT value approach and compare the costs of executing the actual bored pile foundation with the optimized bored pile foundation. The analysis results show that the actual foundation bearing capacity in the field is 21.038,448 kN, while the optimized foundation has a bearing capacity of 10.812 kN. The cost for the actual bored pile foundation in the field is IDR 604.862.538, while the cost for the optimized pile foundation is IDR 416.517.335. The difference in cost between the two is IDR 188.345.203, indicating a cost saving of 68,86% with the optimized foundation.
Review of Structural Performance and Repair Strategies for Fire-Damaged Reinforced Concrete Beams Noor, Deliar; Gunadi, Riawan
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.92680

Abstract

Reinforced concrete structures are susceptible to degradation in strength and stiffness when exposed to high temperatures during fire events. This degradation, which progresses linearly with increasing temperature and duration, can significantly compromise the structural integrity of buildings. The present study aims to evaluate the effectiveness of several post-fire repair techniques in restoring the mechanical performance of fire-damaged reinforced concrete beams. This research employs a systematic literature review approach, analysing experimental data from previous studies conducted by Hassan et al. (2018), Al-Nsour et al. (2023), and Kodur and Agrawal (2016). The primary materials and methods examined include Carbon Fibre Reinforced Polymer (CFRP), steel plates, and Basalt Fibre Reinforced Polymer Bars (BFRP-Bars), applied through various rehabilitation techniques such as Near Surface Mounted (NSM) and Reinforced Concrete Jacketing (RCJ). The evaluated data cover technical parameters such as specimen dimensions, thermal exposure scenarios (400 °C and 600 °C), exposure duration, and resulting changes in structural behaviour, including maximum load capacity, deflection, and residual deformation. The findings indicate that exposure to 600 °C for 120 minutes leads to strength degradation exceeding 60%. Post-fire rehabilitation using CFRP combined with steel plates restored the load capacity by up to 174,2% compared to the control specimen, while NSM application with BFRP bars increased capacity by 120,51%. Although deflection was relatively unaffected by thermal variations, both methods demonstrated high efficiency in restoring flexural performance. The study confirms that fibre-reinforced composite materials, when applied with proper techniques, are viable solutions for enhancing post-fire structural resilience.
Traffic Performance Analysis of Angkatan 66 Intersection, Palembang City, Following Flyover Operation Wahiputra, Muhammad Rafiq; Arliansyah, Joni; Della, Rhaptyalyani Herno
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.95876

Abstract

This study evaluates the impact of the Flyover Bridge operation at the Angkatan 66 Intersection in Palembang City on traffic performance, road network conditions, and environmental emissions. The research involved geometric surveys, traffic volume analysis, and traffic signal evaluations, followed by performance simulations using PTV VISSIM, PTV VISUM, and EnViVer programs. The findings indicate that the flyover significantly improved traffic conditions by reducing queue lengths and vehicle delays by 88% and 71%, respectively. Furthermore, traffic signal cycle times became shorter, enhancing intersection efficiency. However, road and intersection performance projections for the next decade indicate a gradual increase in average traffic volumes, vehicle queues, and delays, reflecting growing traffic demand that will congest roads and intersections near the site without further development. The study also found substantial reductions in vehicle emissions, including COâ‚‚, NOâ‚“, and PM₁₀, after the flyover began operation. These outcomes confirm the flyover"™s effectiveness in alleviating congestion and improving air quality. Nevertheless, proactive measures are recommended to maintain long-term traffic efficiency. The study contributes valuable insights for sustainable urban transportation planning and civil engineering practices.
Driving Forces of Landscape Pattern Evolution due to Land Use Changes in the Kambang Iwak Kecik Catchment, Palembang Muthmainah, Nyimas Atika Marwiyah; Putranto, Dinar Dwi Anugerah; Juliana, Imroatul Chalimah
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.95821

Abstract

Rapid urban development in Palembang has significantly increased surface runoff due to reduced infiltration areas, raising flood risks in low-lying zones. The Kambang Iwak Kecik Retention Pond plays a critical role in capturing runoff from its surrounding catchment. This study identifies the contributing watershed areas and estimates flood discharges under design rainfall conditions. A GIS-based approach delineated seven sub-watersheds using Digital Elevation Model (DEM) data and flow direction analysis. Design rainfall intensities for return periods of 2"“50 years were derived from Gumbel and Log Pearson Type III distributions. Peak discharges, calculated using the Modified Rational Method, ranged from 0.04 to 0.38 m ³/s across sub-catchments. The total flood volume for a 10-year event exceeded the existing storage capacity of the retention pond, indicating a critical capacity deficit. These findings emphasize the importance of spatial-hydrological modelling in developing adaptive drainage strategies to enhance urban flood resilience.
Structural Strength Evaluation of Building Superstructure Using Response Spectrum and Time History Analysis Aditiya, Dio; Purnomo, Dimas Aji; Sujatmiko, Heri
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.95742

Abstract

Building A of the State University Hospital (RSPTN) of Jember University, with a structural height of 22 meters, consisting of 4 floors and one roof, requires a comprehensive evaluation of seismic performance by SNI 1726:2019 and SNI 2847:2019. This study aims to assess the structural strength and seismic performance of the upper structure using Response Spectrum Analysis and Time History Analysis methods. The analysis was conducted using ETABS v22 software, with input data including architectural and structural drawings, material properties, and loading conditions. Gravity loads (dead, additional dead, and live loads) and seismic loads were applied, with dynamic analysis performed through two approaches: response spectrum analysis using site-specific parameters (SS = 0,8680, S1 = 0,3884, soil type SD), and time history analysis using spectrally matched records from the Tohoku (1999), Iwanuma (2005), and Vina Del Mar Centro (2010) earthquakes. The analysis results show that the structure"™s fundamental period is 0,7372 seconds, and base shear values meet design expectations. Inter-story drifts under the response spectrum remain within permissible limits; however, drifts under the time history exceed the threshold, particularly under inelastic conditions. Despite this, structural components, such as beams, slabs, and columns, fulfill the requirements for flexural, shear, and torsional strength.
Effect of Gypsum Content Variation on The Compressive Strength of Lightweight Non-Structural Bricks Made from Rice Husk and Cement Indrayuni, Putri; Supriyadi, Asep; Sutandar, Erwin
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.90321

Abstract

Rapid urbanization and population growth have led to a significant rise in the demand for building materials, thereby contributing to increased environmental impacts due to the widespread use of conventional materials such as concrete blocks and red bricks. These materials are known for their heavy weight and energy-intensive manufacturing processes, resulting in high carbon emissions and environmental degradation. In response to these concerns, this study explores an alternative in the form of rice husk lightweight bricks enhanced with gypsum casting as a partial cement substitute. The objective is to investigate the effects of gypsum casting on the physical and mechanical properties of the bricks and to evaluate their compliance with the Indonesian National Standard SNI 8640:2018 for lightweight wall bricks. Five variations of gypsum casting"”0%, 15%, 35%, 40%, and 45%"”were analyzed. Results show that bricks with 15% gypsum exhibited the best performance in terms of volume weight (998.438"“1.054.063 kg/m ³), compressive strength (4.326"“6.192 MPa), and fire resistance (up to 489.13 °C). All specimens displayed 0% drying shrinkage and acceptable levels of water absorption, sound resistance, and heat insulation, demonstrating the feasibility of using gypsum-modified rice husk bricks as sustainable building materials.

Page 54 of 59 | Total Record : 588

 52   53   54   55   56 

Filter by Year

2008 2026


Reset
Filter By Issues
All Issue Vol 26, No 1 (2026): Jurnal Teknik Sipil Universitas Tanjungpura Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025 Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025 Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025 Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025 Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024 Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024 Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024 Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024 Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023 Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023 Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023 Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023 Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022 Vol 22, No 1 (2022): JURNAL TEKNIK SIPIL EDISI JUNI 2022 Vol 22, No 1 (2022) Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021 Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021 Vol 20, No 2 (2020): JURNAL TEKNIK SIPIL EDISI DESEMBER 2020 Vol 20, No 1 (2020): JURNAL TEKNIK SIPIL EDISI JUNI 2020 Vol 19, No 2 (2019): JURNAL TEKNIK SIPIL EDISI DESEMBER 2019 Vol 19, No 1 (2019): JURNAL TEKNIK SIPIL EDISI JUNI 2019 Vol 18, No 2 (2018): JURNAL TEKNIK SIPIL EDISI DESEMBER 2018 Vol 18, No 1 (2018): JURNAL TEKNIK SIPIL EDISI JUNI 2018 Vol 17, No 2 (2017): JURNAL TEKNIK SIPIL EDISI DESEMBER 2017 Vol 17, No 1 (2017): JURNAL TEKNIK SIPIL EDISI JUNI 2017 Vol 16, No 2 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 2 EDISI DESEMBER 2016 Vol 16, No 1 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 1 EDISI JUNI 2016 Vol 15, No 2 (2015): JURNAL TEKNIK SIPIL VOL 15 NO 2 EDISI DESEMBER 2015 No 1 (2015): JURNAL TEKNIK SIPIL VOL 15 EDISI JUNI 2015 Vol 14, No 2 (2014): Jurnal Teknik Sipil Edisi Desember 2014 Vol 14, No 1 (2014): Jurnal Teknik Sipil Edisi Juni 2014 Vol 13, No 2 (2013): Edisi Desember 2013 Vol 13, No 1 (2013): Edisi Juni 2013 Vol 12, No 1 (2012): JURNAL TEKNIK SIPIL VOL 12 NO 1 EDISI JUNI 2012 Vol 12, No 2 (2012): Edisi desember 2012 Vol 11, No 2 (2011): JURNAL TEKNIK SIPIL VOL 11 NO 2 EDISI DESEMBER 2011 Vol 11, No 1 (2011): Edisi Juni 2011 Vol 10, No 2 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 2 Des - 2010 Vol 10, No 1 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 1 Juni - 2010 Vol 9, No 2 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 2 Des - 2009 Vol 9, No 1 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 1 Juni - 2009 Vol 8, No 1 (2008): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 8 No 1 Juni - 2008 More Issue