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INDONESIA
APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE)
Published by Politeknik Negeri Jakarta
ISSN : -     EISSN : 27146553     DOI : https://doi.org/10.32722/arcee.v2i01
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Materials Science & Nanotechnology Transportation
The proposed articles can come from the fields of material, structure, geotechnical, construction management, water resources, and environment, transportation, and implementation method & health and safety work in planning, operating, evaluating, and maintenance of building, bridge, and environment.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
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Search results for , issue "Vol. 6 No. 01 (2025): Material Technology and Digitalization" : 5 Documents clear
OPTIMIZING SUSTAINABLE GEOPOLYMER PRODUCTION: INTERGRATING REACTIVE ULTRAFINE FLY ASH (RUFA) AND RECYCLED FINE AGGREGATE (RFA) Setiawan, Preza; Wei, Ting Lin; Ummati, Alfinna Mahya; Wirawan, Nugraha Bintang
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 01 (2025): Material Technology and Digitalization
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i01.6638

Abstract

Construction waste presents considerable risks to human health, safety, and the environment, alongside escalating expenses related to waste management and carbon emissions. Cement manufacturing provides a substantial share of carbon emissions within the construction sector. Geopolymers present a sustainable substitute for conventional cement-based concrete, capable of reducing CO2 emissions and promoting a circular economy. This study investigates the incorporation of Reactive Ultrafine Fly Ash (RUFA) and Recycled Fine Aggregates (RFA) in the production of geopolymers to create sustainable construction materials. The study investigates the physical characteristics, setting time, fluidity, compressive strength, and microstructure of RUFA geopolymers with varying quantities of RFA. The results indicate that incorporating RFA improves compressive strength, with peak results at 40% RFA content. Furthermore, RFA decreases setting time to a specific limit, beyond which additional quantities have negligible effects. Fluidity is maximized in RFA mixtures at 30%, subsequently declining. Scanning electron microscopy analysis revealed microstructural enhancements and increased density in 40% of RFA samples. Statistical analysis indicates the substantial impact of RFA content and sample age on compressive strength. This research offers significant insights into developing sustainable construction materials and underscores the necessity of carefully selecting RFA content. Future research may investigate various combinations and parameters for wider applications in sustainable construction practices.
DROUGHT MAPPING USING STANDARDIZED PRECIPITATION INDEX (SPI) CIUJUNG WATERSHED INDONESIA Wigati, Restu; Fathonah, Woelandari; Putu Purnaditya, Ngakan; Mina, Enden; Susilawati
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 01 (2025): Material Technology and Digitalization
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i01.6961

Abstract

Reduced rainfall characterizes drought compared to the usual levels and persists for over a season. Drought is crucial in exacerbating water scarcity, hindering its ability to meet fundamental needs. It remains a persistent issue in various regions of Indonesia, including the Ciujung watershed. The primary objective of this study is to assess the spatial and temporal distribution of drought using SPI-based drought index maps in the Ciujung watershed. One method for determining drought severity in each area is employing the Standardized Precipitation Index (SPI). Rainfall data spanning the past 22 years, collected by 10 rain gauge stations, were analyzed using the ArcGIS application to generate drought maps. SPI analysis yields drought indices for various short-term periods, such as 3-month SPI, 6-month SPI, 9-month SPI, and 12-month SPI. The most prolonged drought period was documented at the Ciboleger rain station, extending over 48 months. In contrast, the most severe drought was recorded at the Bojongmanik rain station in Lebak Regency, with a value of -3.46. This research underscores the effectiveness of short-term SPI measurement in providing more detailed insight into drought conditions, emphasizing the significance of immediate preventive measures in regions experiencing the most severe drought conditions.
CHALLENGES TO SUSTAINABLE SAFE DRINKING WATER: A CASE STUDY OF HILL WATER QUALITY IN RURAL AREA FOR DRINKING PURPOSSES Impak, Suzan; Mickey, Dodi Pressly; Afiffy, Nur Izzatul; Alisus, Alicetella; Melanie, Marlynn
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 01 (2025): Material Technology and Digitalization
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i01.7136

Abstract

Research on water quality from hill water frequently used by villages for drinking purposes is essential to ensure the health and well-being of rural communities. This research typically focuses on assessing the purity, safety, and contamination levels of water from hill sources that serve as the primary drinking water supply for villages. The investigation includes physical and chemical parameters and other factors that can affect water quality. Studies aim to identify potential sources of contamination, evaluate the effectiveness of existing water treatment systems, and propose solutions to mitigate health risks associated with consuming water from hill sources. Researchers also examine the impact of environmental factors, human activities, seasonal variation, and geographical influences on water quality in these areas. The finding shows that physical and chemical parameters for this area are safe to use as drinking water for the villages. Finding also shows that the potential sources of contamination caused by road construction from uphill. Thus, a design for effective water treatment system proposed as a solution to provide clean water to the villages. By understanding and addressing the challenges related to water quality from hill sources used by villages for drinking purposes, researcher contribute to improving access to safe and clean drinking water, reducing waterborne diseases, and enhancing the overall quality of life in rural communities.
THE IMPACT OF ORGANIZATIONAL COMMITMENT, KNOWLEDGE, OHS MANAGEMENT, SAFETY CITIZENSHIP BEHAVIOR ON SAFETY PERFORMANCE OF PATIMBAN TOLL ROAD ACCESS PROJECT Siswanto, Eko; Amin, Mawardi
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 01 (2025): Material Technology and Digitalization
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i01.7372

Abstract

The construction industry in Indonesia, including the Patimban Toll Road Access project, faces safety challenges due to high accident rates, unsafe working conditions, and hazardous work environments. The high accident rate, as evidenced by 2,971 accidents in 2023, highlights the urgent need for enhanced implementation of OHS standards. This study focuses on key factors influencing safety performance at the Patimban Toll Road Access project, including organizational commitment, OHS management, knowledge management, and safety citizenship behavior. This study aims to examine the influence of organizational commitment, knowledge management, and occupational health and safety management (K3) on Safety Citizenship Behavior (SCB) and safety performance in the Patimban Toll Road Access project. The research also explores the mediating role of knowledge management, K3 management, and SCB in these relationships. A quantitative causal research approach was used, involving 98 direct workers from the Patimban Toll Road Access project. Data were collected through questionnaires and analyzed using Partial Least Squares (PLS) with the aid of SmartPLS 3.0. The results show that organizational commitment has a positive and significant effect on knowledge management and K3 management. Both knowledge management and K3 management positively influence SCB, which in turn contributes to improved safety performance. Furthermore, knowledge management and K3 management were found to significantly mediate the relationship between organizational commitment and SCB, as well as between SCB and safety performance. These findings suggest that effective knowledge management and K3 practices not only enhance safety citizenship behavior but also improve overall safety performance in the Patimban Toll Road Access project.
A STATE-OF-THE-ART REVIEW OF COLD-FORMED BUILT-UP BEAM SECTIONS Swastika, Tri Widya; Purnomo, Heru; Ashadi, Henki Wibowo; Soekarno, Praganif
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 01 (2025): Material Technology and Digitalization
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i01.7388

Abstract

Cold-formed steel (CFS) built-up beam sections have attracted significant attention in structural engineering due to their high strength-to-weight ratio, ease of fabrication, and cost efficiency. The most valuable is to specifically address the issue of torsional rigidity that occasionally occurs in single symmetrical or open sections. Utilizing screws, bolts, or spot welding as intermediate fasteners throughout the length of the member is crucial for connecting two single sections into a box section. This helps prevent the single sections from buckling independently by providing an intermediate fastener (a tie constraint at the screw). This paper presents a state-of-the-art review of cold-formed built-up beam sections, focusing on their structural behavior, design methodologies, and recent advancements. Various built-up configurations, including face-to-face, back-to-back, and boxed sections, are examined in terms of moment capacity, buckling modes, and failure mechanisms. A comprehensive analysis of experimental, numerical, and analytical studies is provided, highlighting key parameters affecting the performance of built-up beams, such as sectional geometry, flexural loading types, intermediate fastener types, screw spacing, built-up section types, and failure mode, encompassing 18 academic publications from 2009 to 2024, identifying gaps in existing design provisions for built-up sections. Future research directions are proposed, emphasizing the need for further investigations of cold-formed built-up beam sections. This review is a helpful resource for students, researchers, engineers, and industry professionals seeking to enhance the understanding and use of cold-formed built-up beam sections in modern construction.

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