cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Dyah Nurwidyaningrum
Contact Email
arceejournal@pnj.ac.id
Phone
+628128426071
Journal Mail Official
arceejournal@pnj.ac.id
Editorial Address
Gedung J Jurusan Teknik Sipil Politeknik Negeri Jakarta Jalan Prof G.A. Siwabessy 16425 Kampus UI Kukusan Depok Jawa Barat Indonesi
Location
Kota depok,
Jawa barat
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 74 Documents
 4   5   6   7   8 
Analysis of Factors from The Parties That Are The Source of Causes of Contract Change in Infrastructure Project in Tangerang City-Banten Province Farihah, Iis Aisatul; Mahendra, Muhammad Oka; Mahendra, T.S. Hadi
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.6823

Abstract

In the implementation of construction projects, problems cannot be avoided, one of which is contract change orders. This becomes a problem if it cannot be handled properly. Many factors cause change orders, including differences in understanding between stakeholders, owner requests, financial issues, scope differences, etc. SmartPLS software assessed and built a model with 13 causal change factors based on the literature review's structural relationships. The analysis technique in this research is the descriptive quantitative method. This method is used to obtain and examine structured and in-depth data that explains the behavior or circumstances being observed in depth and systematically. Data collected through the Google Form of 27 respondents to the Tangerang City PUPR Office project for improving and constructing city roads in the fiscal year 2023 were used in this study. In this study, two variables are the main focus in analyzing, in this case, the change order as an endogenous variable, and the project owner, contractor, and consultant as exogenous variables. The results of analysis using SEM-PLS found that the contractor variables have a significant effect on the occurrence of contract change orders by looking at the R-square value of 1.09 which can describe the amount of diversity that can be explained from the model built. The results of the analysis of the two types of variables are expected to be able to provide a comprehensive interpretation of the phenomenon of change orders that occur in the scope of construction, to take preventive action to prevent the occurrence of change orders, and researchers, the results of this study can be used as further study material to develop theories or related topics.
Optimization of Energy Efficiency with A Green Building Approach in The Mahata Serpong Apartment Hidayatulloh, Alfian; Nurwidyaningrum, Dyah
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7042

Abstract

The crisis of non-renewable energy and environmental conservation have become major concerns worldwide. The Indonesian government has responded by launching a national movement to conserve energy. One concrete step taken is the implementation of the Green Building concept, which minimizes resource consumption and maximizes the use of natural resources. In Indonesia, green building assessments are conducted by the Green Building Council Indonesia (GBCI) through the Greenship tool, while internationally, the EDGE application is used for green building certification. For this research use EDGE application for assessing the study case building. This study aims to optimize energy efficiency at Apartemen Mahata Serpong using the EDGE application. The research is expected to reveal the level of energy savings at Apartemen Mahata Serpong and how well the building meets green building criteria. The study begins with data collection, followed by analysis using the EDGE application. The EDGE analysis shows that the existing energy usage at Apartemen Mahata Serpong is 5,88%. After implementing smart meters and a photovoltaic-based renewable energy system, energy efficiency increased to 8,44%. Utility costs also decreased from Rp. 190,377,164 before optimization to Rp. 186,524,222 after optimization.
Performance Analysis of Earthquake-Resistant Building Structures with Conventional Columns and Flat Columns Pangestu, Andika Dwi; amalia, amalia; Edistria, Ega Edistria
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7054

Abstract

The structural integrity of a building depends on the ability of its column components to support the loads above them. The strength of a column is greatly influenced by its shape and dimensions. This study aims to analyze the performance of earthquake-resistant building structures with conventional columns and flat columns. This research was conducted by modeling two variations of an 8-story building structure using ETABS software, which are Model 1 with conventional columns and Model 2 with a combination of conventional columns and flat columns using L-shaped and T-shaped columns. The analysis of earthquake loads was performed by using the response spectrum analysis method, while the structural performance and the collapse mechanism of the building were performed by using the pushover analysis method. The results showed that Model 1 had smaller values of internal force, base shear, displacement, and inter-storey drift than Model 2. The results of the structural performance level in both models had the same level, which is Damage Control (DC). The structural collapse mechanism in Model 1 has qualified the requirement of strong column weak beam, while Model 2 has not met this requirement and falls into the column sway mechanism because the first collapse happened in columns. Based on the statistics analysis, there is no significant difference between Model 1 and Model 2, but in terms of maintaining the room area and aesthetic interior, Model 2 with flat columns has more value.
Inelastic Behavior of Steel X-Bracings with Back-To-Back Channel Sections: A Numerical Study Tjahjanto, Helmy Hermawan; Livana, Jazlyn; Wisena, Perceka; Wijaya, Paulus Karta
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 02 (2024)
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i02.7120

Abstract

There are two approaches in determining compression capacity of braces in X-bracing type of concentrically braced frames (CBFs) where the compression braces are connected and interacted with the tension braces. One approach is assuming the effective length factor, K, of the braces to be taken as 0.5, while the other approaches suggest more conservative K values and indicate that the compression braces behavior might be affected by the tension braces and connection plates stiffness. Finite element analyses using ABAQUS are conducted evaluate the nonlinear behavior of X-bracings with back-to-back channel sections with varied slenderness ratio and gusset plates flexural stiffness. From the analytical results, it is found that in all evaluated configurations, yielding in tension braces occurs before buckling of compression braces. Although behave inelastically, the tension braces could act as partial restraints for the compression braces at the intersection points, resulting symmetrical buckling shapes when the compression braces reach their axial capacity. Equivalent effective length factors, which are determined from back calculations based on AISC360-22 formulations for compression members, are ranged from 0.36 to 0.46 and from 0.70 to 0.82, for braces with higher and lower slenderness ratios, respectively. Yielding of gusset plates indicates that the corresponding brace lengths should be measured between the designated fold lines. Gusset plates flexural stiffness could also contribute to the compression capacity of the braces.
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.
SELECTION OF METHODS OF CARRYING OUT FLOOR PLATE BEKESTING WORK WITH COST COMPARISON Agriansyah, Eza; Suryo, Eko Andi Suryo; Arifi, Eva
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 5 No. 01 (2024): The Innovation of Sustainable Construction Management
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v5i01.5753

Abstract

The process of developing an area can begin with infrastructure development, where one example of such infrastructure is a building that has various functions. The Surabaya City X building construction project is one of the objects that will be studied in this study. This project has an estimated value of Rp183.000.000.000.00. With a project value of that size, this study aims to choose alternative materials for floor slab formwork work. Floor plate formwork work is one type of work that results in the waste of material used for formwork. Formwork planning requires consideration of using a method or methods to make it easier and cheaper, especially for buildings that are the same shape as the previous building and are of the same size. Conventional floor plate formwork materials are wood, multiplex, and nails; alternative choices are conventional formwork, semi-system formwork, full-system formwork, and bondek plate formwork. The results of this study indicate that when initially analyzed using conventional formwork, it costs Rp6.421.406.646; when using alternative semi-system formwork, it costs Rp6.002.969.805; using full system formwork costs Rp5.530.690.993; and if using bondek plate formwork, it costs Rp6.116.119.937.

Page 7 of 8 | Total Record : 74

 4   5   6   7   8 

Filter by Year

2019 2025


Reset
Filter By Issues
All Issue Vol. 6 No. 01 (2025): Material Technology and Digitalization Vol. 5 No. 02 (2024) Vol. 5 No. 01 (2024): The Innovation of Sustainable Construction Management Vol. 4 No. 02 (2023) Vol. 4 No. 01 (2023) Vol. 3 No. 03 (2022): Resilience in Construction Vol. 3 No. 02 (2022): System Advantages in Construction Vol. 3 No. 01 (2021): Health and Safety of Construction Vol. 2 No. 02 (2021): Variety of Case Study Vol 2, No 01 (2020): Infrastructure Accuracy Vol. 2 No. 01 (2020): Infrastructure Accuracy Vol. 1 No. 02 (2020): Urban Building and Infrastructure Vol 1, No 02 (2020): Urban Building and Infrastructure Vol. 1 No. 01 (2019): Civil and Environment Development Vol 1, No 01 (2019): Civil and Environment Development More Issue