cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Fadhila Muhammad Libasut Taqwa
Contact Email
fadhila.muhammad@uika-bogor.ac.id
Phone
+62251-8380993
Journal Mail Official
komposit.journal@uika-bogor.ac.id
Editorial Address
Gedung Ir. Prijono Hardjosentono Universitas Ibn Khaldun Bogor Jl. KH. Sholeh Iskandar km. 2 Kedung Badak Tanah Sareal Bogor
Location
Kota bogor,
Jawa barat
INDONESIA
Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil
Published by Universitas Ibn Khaldun Bogor
ISSN : 35132615     EISSN : 2655934X     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil adalah jurnal yang mempublikasikan hasil-hasil penelitian, ulasan ilmiah, teori dan aplikasi serta informasi lain di bidang ilmu pengetahuan, teknologi, dan sains (IPTekS), terutama teknik sipil, lingkungan, dan perencanaan wilayah-kota.Jurnal Komposit terbit dua kali dalam setahun. Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil is a journal that publishes research results, scientific reviews, theory and applications as well as other information in the fields of science, technology and science (IPTekS), especially civil engineering, environment, and urban planning. Jurnal komposit issued biannually. Articles to be published in the Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil are compiled from articles prepared by the author(s) and sent to the editorial board of Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Departement of Civil Engineering, Faculty of Engineering and Science, Universitas Ibn Khaldun Bogor. Articles should be written in English or Bahasa Indonesia. Research scope in general is civil engineering and environmental engineering study.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 21 Documents
 1   2   3 
Search results for , issue "Vol. 10 No. 1 (2026)" : 21 Documents clear
Pengaruh Konsep Park and Ride pada Manajemen Lalu Lintas di Kawasan Terminal Bubulak Bogor Prasetyo, Rizky; Murtejo, Tedy; Alimuddin, Alimuddin; Sudrajat, Endang
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.15606

Abstract

Bogor City is an area located in West Java Province, Indonesia. This area is located 50 km south of Jakarta and 120 km southwest of Bandung City. With an annual population growth rate of ± 1.53 percent, the population of Bogor City in 2020 is ± 1,081,009 according to the Bogor City Central Statistics Agency (BPS). The city of Bogor has an area of 118.5 square kilometers. This research was conducted to determine the feasibility level of the Park and Ride development plan in Bogor City, especially at Bubulak Terminal. Traffic counting and identification surveys were carried out on main roads which were then processed using Microsoft Excel to determine parking accumulation and determine fluctuations in motorbikes and cars. Next, the interview data was processed to determine the number of people's interest in the development of Park and Ride based on gender, age, trip duration, purpose of trip, parking duration, monthly fuel expenditure, desire for parking rates and those who agreed to use Park and Ride at the time the survey was conducted. At 06.00-21.00 WIB on the road in the Bubulak Terminal area. From the results of data processing using Microsoft Excel, it was found that the characteristics of Park and Ride facility users and also the number of requests for Park and Ride facility users for motorbikes was 2349, while for cars it was 272 with a planned lifespan of up to 2021, this proves the need for increased interest in construction of Park and Ride at Bubulak Terminal, Bogor City. Keywords: Park and Ride, Bubulak Bus Station, Urban Transportation.
Evaluasi Aksesibilitas Fasilitas Penyandang Tunadaksa dan Tunanetra di Stasiun Duri Menggunakan Metode Promethee Dzaky, Hanif Muhammad; Leliana, Arinda; Priyanto, Sapto
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.17327

Abstract

Duri Station is a transit station for KRL passengers Commuter Line Tangerang-Duri PP, KRL relations Commuter Line loop line Cikarang, and Commuter Line Soekarno-Hatta Airport with an average passenger capacity of ±10,000 passengers/day. Overcrowding often occurs and causes the movement of passengers and people with disabilities to become hampered. This research aims to evaluate the suitability of special facilities for the disabled and visually impaired at Duri Station, rank proposals for improvements and development of special facilities for the disabled and visually impaired at Duri Station, and provide recommendations to Duri Station regarding special facilities for the disabled and visually impaired that need immediate improvement and development. This research uses the method purposive sampling to select respondents based on specific criteria used as samples in this research. Data processing is carried out using the method PROMETHEE to assess and rank the facilities that need immediate repair and improvement at Duri Station. The research results show that several facilities at Duri Station, such as platforms, waiting rooms, disabled toilets, prayer rooms, lifts, ramps, guideways/guiding block, and the disability counter does not comply with the provisions stated in PM No. 63 of 2019 and PUPR Ministerial Decree no. 14/PRT/M 2017. Ranking using method PROMETHEE resulting in a priority ranking for improving facilities for the disabled according to users, namely increasing sufficient free space in disabled toilets for wheelchair users to maneuver 180° and to open and close doors with a value net flow of -0.396. The main priority for the blind that needs to be improved and improved is the availability of priority seats in the Duri Station waiting room with mark net flow of -0.663.
Penilaian Kondisi Permukaan Jalan Metode Pavement Condition Index (PCI) pada Ruas Jalan Kapten Piere Tendean Kota Tegal Nurrohman, Hafidz; Hadi, Suprapto
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.18341

Abstract

Roads have a crucial role in supporting mobility movement and allocation of goods and services, significantly impacting economic, social, and cultural growth. Damaged road conditions can impade activities and increase the risk of accidents. Road safety is influenced by various factors, including the road itself. Kapten Piere Tendean Street, part of the North Ring Road, is one of the vital routes is currently experiencing various types of damage, partly due to the increasing traffic volume. This papper aims to evaluate the surface condition of Kapten Piere Tendean street using the Pavement Condition Index (PCI) method for identify categories and levels of road damage as a basis for repair recommendations. The identification results show 13 types of damage, with the highest being shoving at 36%. At STA 0+00 – 0+100, the PCI score is 7, categorized as failed, while at STA 1+300 – 1+400, the PCI score is 92, categorized as excellent, with 32% of segments classified as very good. The average PCI score for the 2.9 km road length is 61, indicating the road is in good condition. The repair recommendations refer to Bina Marga guidelines, addressing the largest damage (shoving) with pothole patching (P5) and leveling (P6).
Penerapan Metode Building Information Modeling (BIM) 5D dalam Pembangunan Rumah Tinggal Agustin, Bintang Fajar; Hendriyani, Irna; Devi, Suheria Mulia
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.19121

Abstract

Technological advances in the construction world are beneficial, among others, to support modeling, planning, cost estimation, mass changes, building continuity, and building management. A technology that is widely used in the construction industry is Building Information Modeling (BIM). Accuracy in estimating construction costs is necessary to achieve an effective value during the planning process. Budgeting for development projects still uses traditional methods for much better results. Therefore, this study uses the concept of 5D dimensional BIM to analyze the volume and cost using the concept (BIM) with conventional methods on the work of the 2-story structure of a type 170 house in Balikpapan City. The results of the research on the construction structure of a 2-story home in the city of Balikpapan using the 5D BIM concept with a concrete volume of 2661.69 kg for Rp 46,812,00389.24 and a concrete volume of 27.13 m3 for Rp 56,203,185.16. The difference in iron volume is 19.52%. Meanwhile, the difference in concrete volume is 15.60%, which means that the calculation using the 5D Building Information Modeling (BIM) concept supported by Autodesk Revit software is lower than planned.
Optimalisasi Daya Dukung Tanah Lempung dengan Campuran Spent Bleaching Earth (SBE) dan Kapur Tohor Alwiah, Sy Sarah; Anggreana, Vella; Ahmadi, Heri; Suftri, Frisca Amelia
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.19830

Abstract

Clay soil has high water content, high plasticity, and low bearing capacity, which often causes structural problems in construction projects, as observed at the research location on Jl. Siak II, Masjid Raya Province of Riau area, where structural settlement occurred due to insufficient soil bearing capacity. This study aims to improve the physical properties and bearing capacity of clay soil through stabilization using a mixture of Spent Bleaching Earth (SBE) and quicklime. Laboratory tests were performed using a mixture variation of 22.5% SBE and 25% quicklime with curing durations of 0, 4, and 7 days and a soaking period of 4 days. The laboratory program included water content, specific gravity, sieve analysis, Standard Proctor compaction, and California Bearing Ratio (CBR) tests. The untreated soil exhibited a water content of 29.45%, a specific gravity of 2.43 g/cm³, 40.44% retained on sieve No.200, and a maximum dry density of 1.57 kN/m³ at an optimum moisture content of 20.8%. The CBR value of the untreated soil increased with curing time, reaching 13.99% on the 7th day. For the stabilized soil, the highest CBR improvement was achieved by the mixture of soil + SBE + quicklime with 7 days of curing, reaching 29.36%, while the best CBR under 4-day soaking occurred in the mixture of soil + quicklime with a CBR value of 20.75%. These findings indicate that the combined use of SBE and quicklime is effective in enhancing the bearing capacity of clay soil, with optimal performance observed after 7 days of curing.
Perbandingan Biaya dan Waktu Pelaksanaan Deck on Pile dengan Cakar Ayam Modifikasi pada Pembangunan Dermaga Jakarta International Container Terminal 2 Yulianto, Yulianto; Azhar, Moh.; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.20507

Abstract

Indonesia as a maritime country is required to be able to follow the development of the international world to become the world's maritime axis, by developing medium and large ports and encouraging investment in the maritime sector on a large scale. Trisakti Terminal, Tanjung Priok branch, North Jakarta is a busy terminal among ten other terminals managed by PT. Pelabuhan Indonesia I (Persero) which serves general cargo and dry bulk types both domestically and internationally. This study aims to compare the efficiency values ​​obtained from the application of deck on slab foundations with modified spread footing foundation (Cakar Ayam Modifikasi). In the construction work of modified spread footing foundation, the cost of the work is Rp51,099,780,000, with an implementation time of 240 calendar days, while in the construction of Deck on Pile the total cost of the work is Rp88,160,700,000, with an implementation time of 240 calendar days, strict supervision is needed after concrete piling because the remaining implementation time is 14 weeks. The cost efficiency of the modified spread footing foundation work on Deck on Pile is 40%, while the time efficiency of the modified spread footing foundation work on Deck on Pile is 11%.
Analisis Penerapan Value Engineering (VE) pada Proyek Konstruksi Menurut Persepsi Owner Febriyanto, Andreas; Priyambodo, Bambang; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.20644

Abstract

The implementation of VE in the construction sector is an approach carried out systematically by a team from many disciplines that focuses on value and function. The implementation of VE in construction projects has the potential for significant savings from the project budget. In the construction world, project owners are often faced with various constraints such as budget constraints, increasing material costs, and the need for time efficiency. VE offers a solution to overcome these constraints with a functional analysis-based approach that aims to increase value by reducing unnecessary costs without reducing the quality of the final product. The implementation of VE carried out in construction projects, the techniques and alternatives used vary, this is due to the approach used, cultural conditions, and different procurement systems. The purpose of this study is to identify VE practices in Indonesia, examine the success factors in these practices, knowledge and experience of VE, and the constraints often faced in VE practices. The research method was carried out by distributing questionnaires to respondents who had knowledge of VE. The data obtained from the questionnaire were analyzed using descriptive analysis. The results of the analysis show that the implementation of VE in Indonesia is carried out on projects that are being proposed and on projects that are underway, the knowledge and experience of construction actors are the main success factors, construction actors have sufficient knowledge about VE, and the lack of knowledge about VE is the main obstacle in the implementation of VE in Indonesia.
Rekayasa Nilai dalam Tahap Reviu Perencanaan Konstruksi (Studi Kasus: Pelabuhan Perikanan Terintegrasi di PPN Pengembangan Bali) Riyadi, Sugeng; Priyambodo, Bambang; Naibaho, Pio Ranap Tua; Sembiring, Kristina
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.20677

Abstract

The ongoing construction of the project requires a fairly large allocation of funds, and it is necessary to reconsider whether the design used is optimal. This can be done by reviewing the project planning design so that it is possible to make cost savings by identifying and reducing unnecessary costs without reducing the level of quality, reliability and function of the project itself. Carrying out value engineering techniques, namely carrying out cost analyzes by comparing the costs per item with the details of each job from the contractor's offer to find the cheapest price up to the negotiation stage for cost savings and efficiency. The AHP (Analytic Hierarchy Process) method can be used as a solution to problems in finding decisions, and for assessment using a Likert scale questionnaire. Value engineering in the planning review by taking a case study of an ongoing project in the Pengambengan area of ​​Bali, namely the integrated fishing port project. There are 3 alternatives compared to the planning budget, namely breakdown analysis techniques (Work Breakdown Structure), cost modeling techniques (Cost modeling techniques), and Delphi techniques (Delphi Teqhnique). In value engineering, you can see the price comparison for each work item for planning reviews. The results for the final review based on value engineering RAB planning estimate Rp. 1,626,877,637,500. The stages in the AHP method analysis are determining the objective of the analysis, namely value engineering in selecting contractors, determining the analysis criteria: Cost Budget Plan, Detailed Drawings, Technical Specifications, and Implementation Time, as well as determining alternative options
Local Entrepreneurs Involvement in the Procurement of Goods and Services by the Regional Government (Case Study: Construction Service Business Entities in Banten Province) Romani, Ahmad; Priyambodo, Bambang; Mardiaman, Mardiaman; Simanjuntak, Manlian Ronald A.; Ernamaiyanti, Ernamaiyanti
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.20726

Abstract

The Banten Provincial Government continues to encourage the involvement of local business actors in procurement of goods and services. This is an effort to encourage job opportunities and economic equality in Banten Province. In 2024, the construction business sector will contribute 11.69 percent to the Banten Province economy. The objectives of this study are: 1) To analyze the distribution of local entrepreneurs' involvement in construction and consulting projects in Banten Province. 2). To determine the level of local entrepreneurs' involvement in construction and consulting projects in Banten Province. 3). constraints that influence the involvement of local entrepreneurs in construction services & consulting services projects in Banten Province. The research method is literature study and in-depth interviews with purposive sampling. The research location is Banten Province. Data analysis is descriptive analysis and the relative importance index (RII) calculation method. Construction Service Business Entities (BUJK) in Banten Province have 2,261 BUJK. The distribution of local business involvement in construction projects is generally concentrated in Tangerang Regency, namely 607 BUJK or 26.847%. Contractor services in Banten Province are 92.26% and Consultant services are 7.74%, where the amount varies in each Regency/City. The level of involvement of local business actors in Banten Province in construction projects is 70.01%. Meanwhile, the involvement of local consultant entrepreneurs is 29.99%. The obstacle for local entrepreneurs not being able to get involved in their own business environment (company domicile) is 60.4% because the work is only controlled by certain individuals and 18.9% stated that local entrepreneurs lack the finances to carry out government projects.
Pengaruh Persepsi Aksesibilitas dan Gangguan Jalan Terhadap Kepuasan Bermukim: Studi Kasus Tol Serang-Panimbang Faqihuddin, Tubagus Zakie
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 10 No. 1 (2026)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v10i1.21111

Abstract

Investment in roads such as toll roads is considered a catalyst for regional connectivity. On the other hand, there are negative and positive externalities that are felt in the area where the infrastructure is being developed. This research was conducted to identify the influence of perceived accessibility and highway nuisance experienced by residential areas due to the presence of new road infrastructure, specifically the Serang-Panimbang Toll Road. This research studied the extent of the impact of the perceived trade-off between increased accessibility and nuisance highway activities on residential satisfaction and the desire to move. The Structural Equation Modeling - Partial Least Square (SEM-PLS) method was used to examine the framework of influences shaping residential satisfaction. The analysis was based on a survei collected from 603 respondents lived within a 1000m radius of the Serang-Panimbang Toll Road Section 1, covering 3 districts/cities: Serang City, Serang Regency, and Lebak Regency. The constructs include components of perceived highway nuisance, perceived accessibility, perceived and residential characteristics, and socioeconomic characteristics. The results show that perceived highway disturbances (such as perceived noise, air pollution, and interaction restrictions/barrief effect), residential characteristics, and socioeconomic characteristics do not have a significant effect on residential satisfaction. However, increasing perceived accessibility (such as perceived destination attributes, activity distribution, travel resistance, and transportation supply) and perceived occupancy are important factors in increasing residential satisfaction. The results also show that perceived residential satisfaction still increases the moving intention.

Page 1 of 3 | Total Record : 21

 1   2   3 

Filter by Year

2026 2026


Reset
Filter By Issues
All Issue Vol. 10 No. 1 (2026) Vol. 9 No. 2 (2025) Vol. 9 No. 1 (2025) Vol. 8 No. 2 (2024) Vol. 8 No. 1 (2024) Vol. 7 No. 2 (2023) Vol. 7 No. 1 (2023) Vol. 6 No. 2 (2022) Vol. 6 No. 1 (2022) Vol. 5 No. 2 (2021) Vol. 5 No. 1 (2021) Vol. 4 No. 2 (2020) Vol. 4 No. 1 (2020) Vol. 3 No. 2 (2019) Vol. 3 No. 1 (2019) Vol. 2 No. 2 (2018) Vol. 2 No. 1 (2018) Vol. 1 No. 2 (2017) Vol 1, No 1 (2017) Vol. 1 No. 1 (2017) More Issue