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Journal of Advanced Civil and Environmental Engineering
Published by Universitas Islam Sultan Agung
ISSN : 25993356     EISSN : -     DOI : http://dx.doi.org/10.30659/jacee
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Journal of Advanced Civil & Environmental Engineering invites and welcomes the submission of advanced research and review papers, innovations and developed selected conference papers that have never been previously publicized. This journal provides publications and a forum to the academics, scholars and advanced level students for exchanging significant information and productive ideas associated with all these disciplines. The relevant topics of the latest progressive findings or developments will be taken seriously into consideration, the topics covered by the journals include: Materials Structure and Structural Analysis Geotechnic Water resources/hydro Construction management Transportation Highway engineering Environmental science and engineering
Arjuna Subject : Psikologi - Psikologi (Lain-Lain)
Articles 108 Documents
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Enhancing Construction Safety and Health through IoT and Wearable Devices: A Systematic Review Darwis Baso
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 2 (2025): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.2.67-79

Abstract

The construction industry faces some of the highest occupational safety and health (OSH) risks, driven by hazardous behaviors, unsafe conditions, and limited adoption of technology and training. This study employs a systematic literature review (SLR) of recent publications to evaluate the trends, benefits, and challenges of applying Internet of Things (IoT) and wearable devices in construction OSH management. The findings indicate that technologies such as smart helmets, sensor vests, and biometric wristbands enable real-time monitoring, early risk detection, and predictive safety management, reducing reliance on traditional inspection methods. Furthermore, the integration of IoT with Artificial Intelligence (AI), Big Data Analytics, Building Information Modeling (BIM), and Industry 5.0 principles enhances predictive capacity, infrastructure resilience, efficiency, and sustainability of construction projects. Despite these benefits, barriers including data privacy concerns, high implementation costs, interoperability issues, and shortages of skilled personnel remain, especially in developing countries such as Indonesia. Overall, IoT and wearable technologies demonstrate significant potential to transform OSH practices in the construction sector by improving safety, productivity, and sustainability. However, their broader adoption requires comprehensive strategies, including worker training, strong data protection policies, regulatory support, and participatory approaches to ensure effective and sustainable implementation.
Numerical Analysis Of Flexible Pavement On Soft Soil Using Finite Element Method Yonas Prima Arga Rumbyarso
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 2 (2025): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.2.1-7

Abstract

Road he construction of flexible pavement on soft clay subgrades faces challenges due to low bearing capacity, high compressibility, and sensitivity to moisture. This study analyzes the stress–strain response of soft clay using Finite Element Method with three water content scenarios: 19%, 36%, and 53%. The 2D model consisted of a 57 cm clay layer and a 3 cm pavement layer, with soil parameters obtained from laboratory tests and represented by the Mohr-Coulomb model. The results show that effective stress increased slightly with higher water content, from 10.57 kN/m² at 19% to 11.54 kN/m² at 53%. In contrast, displacement remained nearly constant at around 0.2046 mm. This indicates that while moisture variation affects stress distribution, it has minimal impact on soil deformation under the modeled conditions. These findings suggest that flexible pavement on soft clay may maintain stable deformation despite increased moisture, providing useful insights for pavement design on problematic soils.
Cost Modeling of Road Maintenance Using the Cost Significant Method in Disaster Prone Areas of Solok Regency Lucky Ramanur Sukandar; P Purnawan; Elsa Eka Putri
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.29-42

Abstract

This study aims to develop cost model for a periodic road maintenance project. The background is the lack of a simple and accurate calculation method to estimate the cost of the work. The model was developed using the Cost Significant Model (CSM) method and multiple linear regression, using historical data of periodic road maintenance work contracts at the Public Works and Spatial Planning Agency (DPUPR) of Solok Regency for the period 2018–2023. The analysis results show that the most significant work on the project cost is K-175 shoulder concrete, Class A Aggregate Foundation Layer (LPA), and Asphalt Concrete-Wearing Course (AC-WC). The resulting cost estimation model is Y = 4,531.24 + 1.19 X₁₄ + 1.35 X₁₅ + 1.43 X₁₉, with Y as the project cost per m², X₁₄ the price of K-175 shoulder concrete per m², X₁₅ the price of Class A LPA per m², and X₁₉ the price of AC-WC per m². This model has an average CMF value of 1.004 and a model deviation of 2.965%, much more accurate than the estimation method currently used by the Highways Division of the DPUPR of Solok Regency which has an average deviation of 29.951%. Thus, the developed CSM model is proven to be more accurate and suitable for estimating the costs of periodic road maintenance projects in Solok Regency.
Technical Evaluation of Bridge Pier Structural Strengthening to Meet Bridge Class Standards Due to Changes in Structural and Traffic Loads Didik Setyo Purwantoro; Muhammad Nur Fajar; Herlina Arifin; Alfina Maysyurah
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.55-69

Abstract

Upgrading bridge specifications from Class B to Class A necessitates a significant increase in structural load capacity. This study evaluates pier P-2, which exhibited capacity discrepancies under new loading standards. The analysis focuses on the stability of existing pile foundations and reinforcement design through modifications to pile-cap dimensions and the addition of piles. The methodology integrates AllPile software with analytical validation via the Chin and Mazurkiewicz methods, alongside axial load tests following ASTM D1143. Structural verification was conducted using the AASHTO LRFD approach to ensure precise load and resistance factors. Static load test results showed a single pile axial capacity of 1,814.23 kN (SF=2). Analysis of the initial 7x3 pile group configuration (21 piles) yielded a total group bearing capacity (Qtg) of 11,995.64 kN. This value is lower than the design axial load (V = 21,228.88 kN), rendering the foundation "unsafe." To achieve stability, reinforcement piles were designed. Utilizing a new static capacity (Qstatic) of 2,875.85 kN (SF=2), the group capacity increased to 12,012.24 kN. With additional reinforcement valued at 16,040.40 kN, the final total capacity (Qtg) reached 28,052.60 kN. This result satisfies safety requirements (Qtg > Vtotal = 23,152.90 kN), confirming the system as "safe." Reinforcement pile depth is set between 38 m to 42 m based on N-SPT values, referencing the calendering results at 34 m.
Analysis of the Addition of Binding Wire and Ethylene Vinyl Acetate on the Stability and Flow Performance of Asphalt Treated Permeable Superpave for Coastal Road Pavement Ferdiano Yogi Pradana; Rachmat Mudiyono
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.70-83

Abstract

The Pantura (Northern Coast) national road in Indonesia, frequently experiences problems with waterlogging, mostly caused by extreme weather conditions such as continuous rain, resulting in flooding and rising sea levels that inundate the road construction. To address these issues, an unconventional asphalt pavement design is needed. This study aims to create a Superpave (Superior Performing Asphalt Pavements) graded asphalt composition with EVA (Ethylene Vinyl Acetate) and Binding Wire additives that are expected to meet Marshall and Permeability criteria. The method used in this study is an experimental study. Test specimens were prepared and subjected to Marshall and Permeability tests. The specimens were prepared using EVA (Ethylene Vinyl Acetate) additives of 0%, 1%, 3%, and 5% and Binding Wire at 0%, 2%, 4%, 6%, and 8%. In the research results, along with the increasing percentage of EVA and Binding Wire, the highest stability value was obtained in the E0B8 Cement material variation of 2578.99 Kg. The highest Flow value was in E5B5 Cement of 3.90 mm. The highest Marshall Quotient value was in E0B8 Lime of 701.55%. The highest Void in Mineral Aggregate (VMA) and Void Filled with Asphalt (VFA) values were obtained in the E0B0 Lime material variation of 20.51% and 84.70%, respectively. The highest Void in The Mix (VIM) value was obtained in E5B8 Cement of 4.63%. While the highest Dry Density Permeability was in E5B8 of 0.92 gr/cm2 Cement and the highest Permeability Coefficient was in E0B4 of 1.64528×10-5 gr/cm Limestone.
Analysis of Irrigation Network Operation and Maintenance Performance Improvement in Solok Regency Heaby Virginaldo Vielki Pratama; Benny Hidayat; Taufika Ophiyandri
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.1-15

Abstract

Agricultural development is one of the main priorities in supporting sustainable food security, which requires integrated resource management and adequate infrastructure support. Solok Regency is one of the regions that plays a strategic role in supporting national food security; therefore, the performance of irrigation network operation and maintenance is a crucial factor in ensuring the sustainability of agricultural production. However, the implementation of irrigation network operation and maintenance in this region still faces various challenges that potentially reduce the reliability of irrigation services. This study aims to identify problems related to irrigation network operation and maintenance, evaluate their performance, and formulate strategies to improve irrigation network performance in Solok Regency. The urgency of this study is based on the importance of improving irrigation performance as a key support for agricultural productivity and regional food security. This study employs a descriptive qualitative approach, with data collected through field observations, interviews, and document analysis in several irrigation areas. Irrigation system performance was evaluated using the ePAKSI application to obtain the Irrigation System Performance Index (IKSI), while strategy formulation was conducted using SWOT analysis supported by IFAS and EFAS analyses. The results indicate that the operation and maintenance performance of irrigation networks in Solok Regency remains in the poor category, influenced by limited budgets, physical deterioration of irrigation infrastructure, insufficient human resources, suboptimal routine maintenance, and low participation of Water User Associations (P3A). The recommended strategy for performance improvement is the Weaknesses–Opportunities (W–O) strategy, which emphasizes leveraging external opportunities to address internal weaknesses in order to achieve sustainable improvements in irrigation performance.
Haunch Beams Behavior And Performance In High-Rise Buildings With Spectrum And Pushover Response Gali Pribadi; Rinda Karlinasari
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.43-54

Abstract

Indonesia is located in an active tectonic zone with high seismic potential, so that high-rise building structures are very vulnerable to earthquake loads. One alternative to improve structural performance is the use of haunch beams, a non-prismatic beam model with varying stiffness in length. This study examines the effectiveness of haunch beams in improving the seismic performance of the SRPMK system, a 60 m high building without shear walls and with varying column dimensions along the building height. Prismatic beams (50/35) and haunch beams (100/35) with varying lengths of 1/5L, 1/4L, and 1/3L were used in the beam-column connection. The analysis was carried out using the response spectrum method and the nonlinear static pushover method. The results of the pushover analysis study, with the 1/3L haunch beam configuration, provided better structural performance in controlling drift and displacement, especially in high-rise buildings with columns that taper upwards. The nonlinear static procedure method (pushover) showed that the 1/3L haunch beam variant showed the most effective performance. Pushover X, displacement 0.384 m, base shear 18813.17 kN, drift 1.24% ≤ 2%, category IO-LS range, pushover Y, displacement 0.271 m, base shear 18343.3 kN, drift 0.83% ≤ 1%, limit category IO. Smaller drift values indicate increased stiffness of the frame system. B-Haunch 1/3 L provides better structural performance in controlling drift and displacement, especially in tall buildings with columns that taper upwards. Smaller drift values indicate increased stiffness of the frame system. The addition of shear walls later will increase stiffness, making the building structure safer in resisting lateral loads.
Development of a Road Infrastructure Index Model Integrating Disaster Parameters: A Case Study of Solok Regency Rifki Muchni; P Purnawan; Elsa Eka Putri
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 9, No 1 (2026): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.16-28

Abstract

The road network is a crucial infrastructure that supports mobility and economic activity in a region. In Solok Regency, various issues related to the quality and equity of road network services remain a major challenge, primarily due to the lack of road performance evaluation that considers efficiency, effectiveness, and the impact of natural disasters. This study aims to develop a Road Infrastructure Index (RII) integrated with disaster parameters and predict future RII values. The research method used is a quantitative approach with primary data collection through questionnaires and interviews with stakeholders in the road infrastructure sector, as well as secondary data from relevant agencies. Reliability and validity tests were conducted to verify the consistency and accuracy of the questionnaire. Regression analysis was conducted to determine the model constants. The results of the study obtained a model that can be used to calculate and predict the value of the Road Infrastructure Index. Based on the predicted RII value results in Solok Regency, it was found that the RII value in the coming year will experience a decline.

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