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Jurnal Civronlit Unbari
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 25487302     DOI : http://dx.doi.org/10.33087/civronlit
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Civronlit Unbari is a scientific journal published regularly twice a year in April and October by Fakultas Teknik Universitas Batanghari (Faculty of Engineering, Batanghari University). Jurnal Civronlit Unbari is published media for research results of engineering field. These results are published in such an original scientific article and a review. Submitted manuscript must be original, no plagiarism and unpublished. Manuscript is submitted online via Open Journal System (OJS), must follow author guideline and writting template. All submission will be blind reviewed by qualified reviewers in their field.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 123 Documents
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Analisis SWOT Potensi Pengembangan Candi Ramah Lingkungan Menuju SDGS Suzana, Asih; Adriansyah, Endi; Dony, Wari; Qolbi, Muhammad Khofidul; Nalendra, Brama; Syaiful, M
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.152

Abstract

Muaro Jambi Temple as a national cultural heritage area, waste management in the area should implement a zoning system in accordance with PP No. 1 of 2022 in article 82. The temple tourism has great potential to be developed. This is supported by the location of Muaro Jambi Regency which is very strategic because it is close to a big city, namely Jambi City, resulting in high accessibility. The conditions at the temple tourist attraction actually have the potential for beauty and uniqueness that are very interesting, because the lack of transportation there causes a lack of interest in tourists to visit it. Development efforts to increase the attractiveness of tourists to temple tourist attractions need to be carried out. in this study is to determine the internal, external and combined potential of each tourist attraction and to determine the strategy for developing environmentally friendly tourist attractions to make superior tourist attractions based on their level of potential
Pengaruh Penggunaan Limbah Tempurung Kelapa pada Beton Mutu Rendah Fiqri, Khairul; Suhendra, Suhendra; Dony, Wari
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.169

Abstract

Coconut shell waste is one or other abundant organic wastes found in the Jambi region; however, its utilization in the construction sector remains very limitedThe use of coconut shells as a partial substitute for gravel in low-strength concrete offers an environmentally friendly alternative aligned with sustainable development principles. Therefore, this study was conducted to examine the effect of adding coconut shell material on the compressive strength of low-grade concrete and to assess its viability as a replacement for coarse aggregate. The study also aimed to determine whether the resulting concrete meets the compressive strength standards outlined in the Indonesian National Standard (SNI) for low-strength concrete. A quantitative experimental method was employed, with coconut shells incorporated into the concrete mix at 2.5%, 5%, and 7.5% of the total coarse aggregate. Cylindrical test specimens measuring 15 cm in diameter and 30 cm in height were prepared. Compressive strength tests were conducted at 7, 14, and 28 days following the procedures in SNI 7656:2012, and the data were analyzed descriptively using quantitative methods. The results showed that higher proportions of coconut shell substitution corresponded to a gradual decrease in compressive strength. The control concrete at 28 days reached 24.24 MPa, while the mixture containing 7.5% coconut shell achieved 17.02 MPa. Although a reduction in strength was observed, all mixtures still met the minimum design requirement of 15 MPa. In conclusion, the addition of coconut shells leads to a gradual decline in compressive strength, but the concrete remains within the acceptable range for low-strength applications.Concrete containing coconut shells can still be utilized for non-structural applications, provided that quality control is properly maintained. Hence, the use of coconut shell as a partial replacement for coarse aggregate holds potential for limited application in environmentally sustainable construction.
Analisis SWOT dan Manajemen Lingkungan Green Building IPAL Jambi Adriansyah, Endi; Suzana, Asih; Dony, Wari; Sufra, Rifqi; Selvita, Selvita; Nalendra, Brama
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.156

Abstract

The decline in water quality has had an impact on the surrounding community and the receiving water body (river). To minimize this impact, IPAL (Wastewater Treatment Plant) technology is needed, the IPAL in Jambi city is an IPAL with MBBR technology, its management analysis is needed, both technical and non-technical. The purpose of this study is to analyze internal and external factors and the right strategy for liquid waste management in Jambi using SWOT analysis. In this study, the method used is SWOT analysis to determine the management strategy of IPAL (Wastewater Treatment Plant) in Jambi through observation, and interviews with respondents around the research location. The results of the study show that IPAL (Wastewater Treatment Plant) in Jambi has a role and benefits in waste processing, the treated water is suitable for discharge into the receiving body (river) and meets environmental standards, and is the right solution, becoming a model for other provincial areas in wastewater processing and management.
Perencanaan Jembatan Merangin Menggunakan Sistem Busur Rangka Anugrah, Fitto Bintang; Suhendra, Suhendra; Dony, Wari
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.170

Abstract

The Merangin Bridge is a national infrastructure located on Jl. Lintas Sumatra, Jambi Province, Merangin Regency which was built during the leadership of President Soeharto in the construction project of the Sumatra cross-Sumatra, more precisely Muarobungo to Sarolangun, in April 1980. From the time span and on April 19, 2025, this bridge appears to have undergone a deformation that makes the bridge swollen, but it is still operating. Therefore, the bridge is planned to use archs using a truss arch system. The planning of this bridge for the loading on the bridge refers to SNI 1725:2016, and the earthquake load of the bridge SNI 2833:2016. In the analysis, the auxiliary program SAP 2000 v.22 is used. From the results of the bridge analysis, 1,000 x 1,000.25 mm box profile steel was used for the upper arch while for the 1,150 x 1,150.25 mm profile box lower arch. The hanger used is a tension rod type with a diameter of 98 mm From the results of the analysis carried out, there was a deflection for the condition of the vehicle's load coupled with an additional dead load and dead load of 170.144 mm. Meanwhile, for the combination of vehicle load plus live or pedestrian load, there was a deflection on the bridge of 78.974 mm, even though both conditions have qualified for deflection on the bridge in accordance with the pedoman persyaratan umum perencanaan jembatan, 2015.
Pengaruh Penambahan Slag Nikel dan Fly Ash terhadap Stabilitas Tanah Lunak di Obi Irnawaty, Irnawaty; Darwis, Muhammad; Rajab, Faisal
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.158

Abstract

Soft soil is characterized by low bearing capacity, high compressibility, and significant settlement potential, which often causes problems in infrastructure development, particularly in coastal areas such as Obi Island, North Maluku. To address this issue, soil stabilization using industrial by-products has become an effective and environmentally friendly solution. Nickel slag, a by-product of nickel ore processing, and fly ash, a residue from coal combustion, have the potential to improve soil stability through both physical and chemical mechanisms. This study aims to analyze the effect of adding nickel slag and fly ash on the engineering properties of soft soil in Obi. The research method involved laboratory testing with varying proportions of nickel slag and fly ash. The tests conducted were the **Standard Proctor test** to determine the relationship between water content and soil compaction, and the **California Bearing Ratio (CALIFORNIA BEARING RATIO (CBR)) test** under soaked and unsoaked conditions to evaluate soil bearing capacity. The Proctor test results indicated that the addition of nickel slag and fly ash increased the maximum dry density and reduced the optimum moisture content compared to the untreated soil. Meanwhile, the CALIFORNIA BEARING RATIO (CBR) test results showed a significant improvement in soil strength. In the unsoaked condition, the mixture of nickel slag and fly ash increased the CALIFORNIA BEARING RATIO (CBR) value by more than 50% compared to the natural soil. Under soaked conditions, although the CALIFORNIA BEARING RATIO (CBR) values decreased, the stabilized soil still demonstrated a substantial improvement compared to untreated soil. In conclusion, the combination of nickel slag and fly ash is effective in enhancing the compaction characteristics and bearing capacity of soft soil in Obi. The contribution of this study lies not only in providing an alternative soil stabilization technique to support infrastructure development but also in promoting sustainable practices by utilizing industrial waste as a green stabilization material.
Faktor-Faktor Keberhasilan Perkumpulan Petani Pemakai Air (P3A) pada Program (P3-TGAI) di Kabupaten Solok Zuherlan, Zuherlan; Zaitul, Zaitul; Mizwar, Zuherna
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.159

Abstract

Solok Regency, West Sumatera is one of the main rice-producing regions in West Sumatra, with a paddy field agricultural system that heavily relies on irrigation networks. This condition makes Solok Regency a strategic area for implementing the P3-TGAI Program (Irrigation Water User Association Empowerment – Irrigation Smallholder Farming Support Program). This study aims to identify, validate, and develop a model of the success factors of the P3A (Irrigation Water User Associations) in implementing the P3-TGAI program in Solok Regency. A mixed-methods approach combining quantitative and qualitative techniques was used, involving a survey of 99 respondents across 5 key factors (22 variables) in the research instrument. The data were tested for validity, reliability, and factor analysis. This study also employed the Partial Least Squares (PLS) approach as the data analysis method. PLS is a technique within Structural Equation Modeling (SEM) that is component- or variance-based, where the factors were evaluated using Measurement Model Analysis (MMA). The analysis was conducted using SPSS and Smart PLS software, through the assessment of convergent validity and discriminant validity. The results of the study revealed four factors that directly influence the success of P3A in Solok Regency: Program Communication, Labor, Materials, and Community Participation. The dominant factor influencing success was Community Participation, with a path coefficient of 0.863.
Analisis Alinyemen Horizontal dan Alinyemen Vertikal dengan Metode Bina Marga pada Ruas Jalan Tembesi Aprijal, Aprijal; Yamali, Fakhrul Rozi; Setiawan, Ari
Jurnal Civronlit Unbari Vol 10, No 2 (2025): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v10i2.168

Abstract

The development of information and communication technology (ICT) is driving the transformation of public services towards a more efficient, transparent, and accountable system. One example is the implementation of an application-based attendance information system, such as SiAbon, used by the Jambi Province Public Works and Public Housing Agency. This study aims to test the functionality of the SiAbon application using the Black Box Testing method to ensure that the available features meet user needs. The research method consisted of problem identification, data collection, analysis, design, and system testing. The test results focused on four main sections: the login page, the main page, the attendance page, and the current attendance page. Overall, the testing showed that the application's main functions ran according to specifications and were declared valid, although there were shortcomings in the support features that did not function optimally. The study concludes that the SiAbon application is suitable for use in supporting online employee attendance administration, but still requires regular improvements and maintenance to improve the system's quality and reliability in the future.
Analisis Pengaruh Volume Kendaraan terhadap Emisi CO₂ (Studi Kasus: Jalan Lintas Sumatera Kabupaten Muaro Jambi) Raudhati, Emelda
Jurnal Civronlit Unbari Vol 11, No 1 (2026): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v11i1.177

Abstract

High land transportation activity on Sumatra Highway in Muaro Jambi Regency has the potential to increase carbon dioxide(CO₂) emissions and degrade environmental quality. This study aims to analyze the effect of traffic volume on CO₂ emissions along the Sumatra Highway in Muaro Jambi Regency. Traffic Volume data were obtained using the traffic counting method and converted into passengercar units (PCU). CO₂ emissions were estimated using the IPCC Tier 3 approach through Kaya decomposition analysis. The relationship between traffic volume and CO₂ emissions was examined using simple linear regression. The results indicate that the traffic volume reached 63041 vehicle per day, with total CO₂ emissions of 272957,70 g/km. regression analysis shows a very strong positive relationship between traffic volume and CO₂ emissions, with a coefficient of determination (R²) of 0,9509. The linear regression analysis yields the equation Y = 80,018X + 5230,3, indicating a positive linear relationship between vehicle volume and CO₂ emissions. This result demonstrates that an increase in traffic volume is directly proportional to the rise in CO₂ emissions, where higher numbers of vehicles contribute significantly to increased emission levels.
Analisis Faktor Penyebab Klaim Konstruksi dan Penyelesaian Sengketa pada Proyek Bangunan Gedung Pemerintah Kota Jambi Maryan, Debi; Handayani, Elvira; Zulfiati, Ria
Jurnal Civronlit Unbari Vol 11, No 1 (2026): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v11i1.186

Abstract

The construction sector plays a strategic role in Indonesia's national development, contributing 7.84% to the Gross Domestic Product in 2021. However, the complexity of construction projects often leads to conflicts that potentially trigger claims between project owners and contractors. This study aims to analyze the factors causing construction claims and dispute resolution solutions in government building projects in Jambi City. The research methodology combines primary data through questionnaire distribution to 40 medium-qualified (M1) contractor respondents and secondary data from the Jambi Province Construction Company Directory. The questionnaire instrument applies a Likert scale with four alternative answers, and data analysis was conducted using Microsoft Excel 2010. Field data collection was carried out from September 12-18, 2023, through direct visits to respondent offices. The research results identify six main factors causing conflicts with potential claims: (1) conflicts in design and specifications disadvantaging contractors (mean=4.8; ranking 1), (2) schedule changes ordered by project owners (mean=4.7; ranking 2), (3) delays caused by project owners (mean=4.5; ranking 3), and three other factors with mean values of 4.4 (ranking 4). The most dominant variables include: material standards that are no longer produced, additional work ordered by project owners, and delays in shop drawing approval. Respondent characteristics show dominance in the 31-40 age group (52.38%), bachelor's degree education (66.67%), and 6-15 years work experience (66.67%). The most effective dispute resolution solution is negotiation (mean=4.9), followed by arbitration (mean=4.6), mediation (mean=4.4), and litigation (mean=3.075). These findings provide strategic input for construction stakeholders to anticipate potential conflicts through mature planning, effective communication, and appropriate dispute resolution mechanisms.
Analisis Perbandingan Efektivitas Penanganan Longsor dengan Metode DPT Borepile dan Geotextile ditinjau dari Aspek Waktu Pelaksanaan Ambarweka, Ananta Fadhilah; Whardani, Putri Nurul Kusuma
Jurnal Civronlit Unbari Vol 11, No 1 (2026): April
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v11i1.181

Abstract

Landslide management on national road infrastructure requires construction methods that can ensure slope stability while accelerating project completion time, especially on sections with high traffic such as the Niam–Lubuk Kambing intersection STA 17+070. The change in method from borepile retaining walls to geotextiles as a result of budget efficiency policies has created a need for analysis of the duration of implementation. This study aims to compare the implementation times of the two methods in order to obtain a more effective alternative to support project acceleration. The research methods include technical data processing, work item compilation, project scheduling, and progress analysis using the S-Curve. The analysis results show that the bored pile method requires 120 calendar days, while the geotextile method can be completed in 90 calendar days. There is a time acceleration of 30 days or 25% faster in the geotextile method. Based on these results, the geotextile method is considered more efficient in terms of duration and contributes significantly to the optimization of project implementation time for landslide mitigation.

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