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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 82 Documents
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IMPROVING KNOWLEDGE MANAGEMENT PROCESS USING BIM IN INDONESIAN STATE-OWNED CONSTRUCTION ENTERPRISES Fitra, Singgih; Negara , Kartika Puspa; Wijatmiko , Indradi
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.v5i01.5774

Abstract

In today's digital era 4.0, the synergy between the construction industry and information technology is inevitable. Knowledge management plays a critical role in the success of construction companies, enabling them to effectively capture, store, share, and utilize valuable information and expertise. In recent years, Building Information Modeling (BIM) has emerged as a powerful tool that improves knowledge management in the construction industry. This article focuses on implementing BIM in Indonesian state-owned construction companies and how it can improve knowledge management, leading to better project outcomes, efficiency, and competitiveness. BIM-based Knowledge Management (KM) systems can capture, store, and disseminate knowledge to manage facilities through their life cycle. To describe in this study first identified from a literature review how BIM can facilitate improved knowledge management in construction projects. Second, a questionnaire survey of respondents of State Owned Construction Enterprises with ISO 1960 BIM in Indonesia will be further analyzed using a quantitative SEM-PLS analysis to determine the KM types that can be leveled using BIM. The variables used in this study are BIM implementation on KM, processes, effectiveness, and barriers to knowledge management.  The results of this study show that BIM performance positively affects KM process improvement, KM effectiveness, and KM obstacle alleviation.
ANALYSIS OF WASTE MATERIAL COEFFICIENT FOR CONCRETE CASTING WORK USING BIM CUBICOST TAS ., Safri; Hermania, Tia Octaviani
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.v5i01.6067

Abstract

One of the construction project activities that has a large volume of work on the upper structure is casting work. In concrete requirement planning, contractors usually multiply the book by 10%. However, in practice, the concrete requirement is still less than planned. Therefore, concrete requirement planning must be calculated accurately. The volume of concrete needs to be multiplied by the waste material coefficient. This research was conducted on the XYZ Project by directly observing to obtain the volume of realized concrete purchased so that the value of the material coefficient that has taken into account waste material will be obtained. BIM Cubicost TAS is used to minimize planning volume calculation errors. The results of this study show that for horizontal casting work, the largest percentage of residual material is 3.133%, and the average percentage of residual material for horizontal casting is 2.192%. Meanwhile, for vertical casting work, the largest percentage of remaining material is 7.219% and the average percentage of remaining vertical casting material is 3.015%. Finally, the waste material coefficient is obtained as 1.022 for horizontal casting and 1.03 for vertical casting. In the AHSP Ministerial Regulation No. 1 of 2022, the coefficient value of materials for casting work using ready-mix concrete is 1.02. This reveals that the coefficient value in AHSP Minister of Public Works and Public Housing Regulation No. 1 of 2022 has not fully calculated the real waste material in the field. The analyzed coefficient values in this study can be used as a reference for the project to determine coefficients in the AHSP and aid in planning concrete volume requirements because it already takes into account the real waste material in the field.
EVALUATION OF OCCUPATIONAL HEALTH AND ENVIRONMENTAL SAFETY BASED ON TRI HITA KARANA IN THE PURA AGUNG JAGATNATHA IMPROVEMENT PROJECT Mahapatni, Ida Ayu Putu Sri; Wirahaji, Ida Bagus; Artana, I Wayan; Pratama, I Putu Gede Angga; Widiantara, I Kadek Bayu
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.v5i01.6279

Abstract

Implementing occupational health and environmental safety aspects is very important in project implementation. In addition to accelerating work, safety for workers is essential and must be considered. In the implementation of the project in Bali, Tri Hita Karana was carried out to maintain the stability and smoothness of the project. However, limited literature still reveals the relationship between these aspects. This study aims to evaluate and analyze the application model of occupational health and environmental safety based on Tri Hita Karana in the Pura Agung Jagatnatha Improvement Project in Denpasar City. A quantitative research design with a cross-sectional approach was used to evaluate each variable in the Tri Hita Karana component, including Parahyangan (X1), Pawongan (X2), and Palemahan (X3), on occupational health and environmental safety (Y). Two hundred selected respondents were given questionnaires to evaluate each hypothesis. The sampling technique uses total sampling with a research time of 6 months, and the model is analyzed using SEM–AMOS. The results show that the application of the Tri Hita Karana to occupational health and environmental safety has positive and significant consequences (p < 0.05) in the aspects of Parahyangan, Pawongan, and Palemahan. The mathematical model built is Y = 0.548X1 + 0.423X2 + 0.211X3, which means that a change in the Parahyangan value has a direct effect on the application of OHSE by 0.548 times, a change in the value of Pawongan has a direct effect on the application of OHSE by 0.423 times and a change in the value of Palemahan will directly affect the application of OHSE by 0.211 times. Hence, it is hoped that project implementers in Bali will be guided by implementing occupational health and environmental safety based on Tri Hita Karana.  
EXPERIMENTAL STUDY ON STEEL AND POLYPROPYLENE FIBERS MORTAR BOND STRENGTH UNDER UNIAXIAL TENSION Djayaprabha, Herry Suryadi; Perceka, Wisena; Oriana, Angie
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.v5i01.6517

Abstract

The present study aims to investigate the bond behavior between fibers and mortar matrix in fiber-reinforced concrete, which was explored through a uniaxial tension test. The bond behavior was studied for different types of embedded fibers: steel fibers, polypropylene fibers, and hybridizations of steel and polypropylene fibers. The mixture proportion was determined based on the absolute volume method with a water-to-binder ratio (w/b) of 0.29 to achieve high-strength mortar. The high-strength mortar was cast by utilizing an industrial waste by-product of both silica fume and fly ash as a partial cement replacement. The compressive strength and uniaxial tension tests on high-strength mortar were conducted at the ages of 28 and 140 days. The long-term bond-strength behavior was investigated at the age of 140 days. The results showed that the average compressive strengths of hardened mortar on 28 and 140 days were 54.82 MPa and 69.37 MPa, respectively. Whereas, the average fiber-mortar bond strengths with steel, polypropylene, and hybridized fibers were 8.62 MPa, 8.37 MPa, and 7.30 MPa, respectively, at 28 days and 11.22 MPa, 10.21 MPa, and 11.82 MPa, respectively, at 140 days. Compared to the equivalent bond strength of the steel fiber, the polypropylene fiber had an equivalent bond strength of 2.90% and 9.00% lower at the ages of 28 and 140 days. Meanwhile, the equivalent bond strength of hybridized fiber was 15.31% lower than that of steel fiber; however, the long-term behavior of the hybridized fiber showed its performance was about 5,35% higher than that of steel fiber at 140 days.
CONNECTION OF PRECAST BEAM WITH HIGH PERFORMANCE STRENGTH OF CONCRETE (HPSC) SYSTEM Hermawan, Andrias Rudi; Setiawan, Yanuar; Suripto; Sasmita, Eka Mulya
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 2 (2025): Sustainable Materials and Modern Structural Systems in Civil Engineering
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i2.7051

Abstract

The application of high-performance strength concrete (HPSC) in precast beam systems is gaining attention as a means to enhance construction efficiency and structural performance. Previous studies, such as those by Graybeal, have demonstrated the effectiveness of ultra-high-performance concrete (UHPC) in precast bridge deck applications. Similarly, materials like epoxy grout, epoxy-based grout, and rapid-set concrete have shown favorable properties for accelerating construction processes and improving durability. This research aims to evaluate the feasibility of using HPSC in precast beam connections, specifically to reduce the required length of reinforcement at the joint. The goal is to develop a system that can be effectively implemented in global construction practices. The study investigates a precast beam system using HPSC and compares it to a conventional cast-in-place beam. The focus is on key performance metrics including deflection, ultimate load capacity, and ductility. The influence of compressive strength on reinforcement length reduction is assessed in reference to ACI guidelines, which suggest that higher concrete compressive strength allows for shorter rebar development lengths. The precast beam (P1) utilizing the HPSC system achieved a compressive strength of fc’ = 44.81 MPa at the connection. Compared to the conventional beam (K1), P1 showed improved structural behavior, with a reduced deflection of 40.11 mm at an ultimate load of 110.02 kN, whereas K1 exhibited a deflection of 138.11 mm at an ultimate load of 113.82 kN. The ductility of the HPSC system was measured at 4.81, indicating enhanced deformation capacity under load. The findings confirm that the use of HPSC in precast beam connections not only meets structural requirements but also contributes to a reduction in reinforcement length. This supports faster and potentially more costeffective construction, aligning with global needs for innovative and efficient building practices.
NUMERICAL STUDY ON THE BEHAVIOUR OF TOP STORY INTERIOR BEAM-COLUMN JOINTS ON STEEL SPECIAL MOMENT FRAMES Pratiwi, Naomi; Tjahjanto, Helmy Hermawan; Adriel, Gregorius Nathan
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 2 (2025): Sustainable Materials and Modern Structural Systems in Civil Engineering
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i2.7400

Abstract

In steel special moment frames (SMFs), the strong-column–weak-beam (SCWB) principle is typically applied to ensure a sway mechanism with beam hinging. However, for interior joints in top stories, this approach may lead to uneconomical column sizes and unfavorable hinge formation. As an alternative, the strong-beam–weak-column (SBWC) principle may offer more practical solutions. This study investigates the seismic behavior of top-story interior joints in SMFs, introducing novelty by directly comparing the conventional SCWB philosophy with the alternative SBWC approach. Finite element models were developed in ABAQUS to simulate pushover loading conditions and evaluate hinge formation, loaddisplacement response, and panel zone deformation. Three joint configurations were analyzed to represent different design scenarios. Results show that SCWB joints achieve beam hinging as intended, but the distribution is not ideal due to unbalanced stiffness at the top story. SBWC joints develop plastic hinges in the column with more symmetrical yielding, though accompanied by higher shear demands in the panel zone. These findings suggest that SBWC criteria may be applied in top-story interior joints as a viable and more economical alternative to SCWB, provided that panel zone plastic deformation is explicitly addressed in design.
CONCRETE QUALITY IN SEAWATER USING GGBFS AS A CEMENT SUBSTITUTE Achmad, Ibanes Jean Gayatri; Amalia; Ulkhaq, Rafie Itharani
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 6 No. 2 (2025): Sustainable Materials and Modern Structural Systems in Civil Engineering
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v6i2.7793

Abstract

Indonesia, as a maritime country, has many structures located in coastal and marine areas, which require the use of concrete with high resistance to aggressive environments. Seawater contains chloride and sulfate ions that can damage concrete structures, reduce strength, and accelerate the weathering process. On the other hand, the cement industry contributes significantly to global carbon emissions. One solution to enhance concrete durability while reducing carbon emissions is to use Ground Granulated Blast Furnace Slag (GGBFS) as a partial substitute for Portland cement. This study aims to analyze the quality of fresh concrete, including slump value, fresh concrete density, and initial setting time, as well as hardened concrete, including compressive strength, tensile strength, elastic modulus, and tensile stress, with concrete curing using seawater as the curing medium. The study was conducted by preparing concrete cylinder specimens with a water-cement ratio of 0.38. The specimens were prepared with four variations: 0%, 20%, 40%, and 60% of the cement weight. The study used Jalupang sand and Superplasticizer Nexplast N 6035 Admixture type F by PT. Nexco Indonesia. The results showed that the addition of GGBFS reduced the workability of fresh concrete but significantly increased compressive strength and elastic modulus at certain levels. The optimal composition was found at 40% GGBFS, which produced the best mechanical performance of concrete according to SNI standards. These findings indicate that GGBFS can be an effective environmentally friendly alternative material for improving concrete performance in seawater environments.
THE ROLE OF INTERPERSONAL COMMUNICATION SKILLS IN PREVENTING DISPUTE ESCALATION IN MULTICULTURAL CONSTRUCTION PROJECTS IN INDONESIA Seng Hansen; Fuk Jin Oei
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 7 No. 2 (2026): Building the Future: Advancing Civil Engineering through Technology, Materials,
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v7i2.7596

Abstract

As Southeast Asia's largest country, Indonesia is multicultural, which shapes how people interact, communicate, and resolve conflicts. In construction projects, this diversity creates complex communication dynamics, where differences in speaking style, politeness level, and how people convey disagreements can trigger misunderstandings. This study aims to examine the role of interpersonal communication skills in preventing construction dispute escalation. Using a descriptive qualitative approach, the study collected data through interviews with professionals involved in various construction project dispute cases. The results show that conflicts in construction projects stem not only from technical or contractual issues but also from miscommunication, differing perceptions, and incompatible communication styles. Factors such as intonation, nonverbal expressions, hierarchical barriers, and insensitivity to cultural context are the main triggers for conflict escalation. The findings also show that interpersonal communication skills, including the ability to actively listen, convey messages clearly, and adjust communication styles, play a significant role in maintaining harmony and preventing conflicts from developing into formal disputes. The results of this study help strengthen the humanistic perspective on resolving construction conflicts in a multicultural work environment. This study opens up opportunities for further studies, especially related to the influence of cross-generational communication in construction projects
UTILIZATION OF GEOTEXTILE PLACTIC WEBBING (PW) FROM BOTTLE WASTE TO IMPROVE CBR VALUE OF ROADS SUBGRADE Dandung Novianto; Putera Agung Maha Agung; Marjono; Trias Rahardianto; Gregorius Aryoko Gautama
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 7 No. 2 (2026): Building the Future: Advancing Civil Engineering through Technology, Materials,
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v7i2.7878

Abstract

Conventional geotextile material has been widely used, however, the application of geotextile installation for soft soil improvement in certain areas has become expensive due to poor transportation systems. In response to this, researchers have endeavored to develop an alternative stabilization material by weaving strips (plastic webbing or PW) derived from waste mineral water bottles into a geotextile for soil reinforcement. This initiative aims to investigate the alterations in the field California Bearing Ratio (CBR) values—assessed through laboratory-scaled model tests—of subgrade soils both in their untreated state and when reinforced with the proposed geotextile. The outcomes of the laboratory model field CBR tests demonstrate that the incorporation of geotextile reinforcement exerts a discernible influence on the CBR values of the subgrade soil. Specifically, for a penetration depth of 2.5 mm, the CBR value of the unreinforced subgrade soil was recorded at 8.30%. This value exhibited a tendency to increase by 2.74% when reinforced with geotextile strips of 0.5 cm width, yielding a CBR of 11.04%, and by 4.74% with geotextile strips of 1.5 cm width, resulting in a CBR of 13.04%. Similarly, at a penetration depth of 5.0 mm, the CBR of the unreinforced soil was 10.07%, which increased by 1.48% with the addition of 0.5 cm-wide geotextile strips (11.55%) and by 1.03% with 1.5 cm-wide strips (11.10%). Integration of geotextile reinforcement significantly influences the CBR values, thereby contributing to the improvement and enhancement of otherwise low subgrade soil CBR characteristics.
UPLIFT CAPACITY AND DEFORMATION OF BORED PILE FOUNDATION IN SOFT CLAY Tegar Wibawa; I Nengah Sinarta; Ni Made Widya Pratiwi
Applied Research on Civil Engineering and Environment (ARCEE) Vol. 7 No. 2 (2026): Building the Future: Advancing Civil Engineering through Technology, Materials,
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v7i2.8391

Abstract

Construction tower own characteristics tall and slender structure making it very vulnerable to lateral loads such as wind and earthquakes that can cause force lift on the foundation on the ground clay consequence pullout force. Analysis capacity Power support pull foundation need reviewed with comprehensive for security construction. Analysis done on the tower 32 m high and with foundation next pile drilling done evaluation to Power support uplift and deformation. Analysis methods using CPT field data, analysis​ reaction placement based on function tower using ETABS software. The uplift capacity was analyzed using a empirical method, while the foundation response was evaluated numerically using Plaxis 2D. The empirical analysis yielded an uplift resistance of 2542.515 kN for the foundation system. The reported safety factor of 5 requires verification based on the calculated ultimate uplift capacity and the applied uplift load. The Plaixs 2D simulation indicated a downward displacement of 200.6 mm under compressive load and an upward displacement of 136.6 mm under uplift load. In the simulation seen foundations that experience loading pressure of 341.1 kN per-pile at condition compressed and reduced to 191.1 kN consequence occurrence pull out, in simulation produce mark factor more factor of safety​ low which is 3.73. This result show that behavior foundation pole drill in the ground clay with analysis empirical and numerical give difference around 77%.

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