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Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245
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Paulus Civil Engineering Journal
Published by Universitas Kristen Indonesia Paulus
ISSN : 27758613     EISSN : 27754529     DOI : https://doi.org/10.52722/pcej
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 721 Documents
 69   70   71   72   73 
Faktor Appropriate Site Development  Green Building Rumah Sakit di Palu Nirmalawati; Kamaludin, Tutang Muhtar; Mallisa, Zet; Ruslan Yunus; Irfandi
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/sxex4v72

Abstract

The study aimed to assess the implementation of Green Building in hospital buildings in Palu City, by conducting evaluations based on the GreenShip Existing Building Version 1.1 and GreenShip New Building Version 1.2 assessment criteria in the appropriate site development and environmental categories. The research method employed a combination of quantitative and qualitative approaches. Data were obtained from interviews with each respondent at three hospitals in Palu City. Data were processed based on responses to the Greenship Existing Building Version 1.1 and Greenship New Building Version 1.2 assessment criteria. The study found that Anutapura Hospital and Undata Hospital received a gold rating, scoring 9 points out of a maximum of 16 points, or 57%. Tadulako University Hospital received a silver rating, with a score of 9 points, or 52%.
Studi Persepsi Pengguna Angkutan On-Line dan Konvensional Terhadap Kualitas Infrastruktur Jalan di Kota Palu (Studi Kasus: Kecamatan Palu Selatan) Karlina Ntaba
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/h0v3r808

Abstract

Palu City, the administrative center of Central Sulawesi Province, has experienced rapid development in various aspects, including an increase in population and community mobility. These changes have resulted in an increased need for efficient and accessible transportation. Before the advent of app-based transportation, people still relied heavily on conventional public transportation as their primary mode of transportation. However, with the advent of on-line transportation services such as Gojek, Grab, and Maxim, people's mobility patterns have begun to change significantly. This study aims to determine the factors influencing transportation mode choice and the perceptions of on-line and conventional transportation users regarding the quality of road infrastructure in Palu City. The method used was a field survey with questionnaires and quantitative data analysis of 100 respondents. The results showed that people predominantly chose on-line transportation over conventional transportation. The main factors influencing this choice include service quality (90.82%), transparent and affordable fares (91.53%), ease of access (88.71%), and shorter travel time (86.82%). In addition, the presence of on-line motorcycle taxis has had a significant impact on reducing the number of passengers and the income of public transportation drivers. Of the total respondents, 85% chose to use on-line motorcycle taxis, while only 15% still used public transportation (angkot). In conclusion, the presence of on-line transportation has significantly influenced changes in the behavior of Palu City residents in choosing their mode of transportation. In addition to increasing efficiency and comfort, this situation also requires improvements in the quality of road infrastructure and adjustments to transportation policies to maintain a balance between on-line and conventional modes of transportation.
Tinjauan Literatur Sistem Peringatan Fase Hijau: Efisiensi dan Keselamatan pada Simpang Bersinyal Ratnasari Ramlan; Jurair Patunrangi; Ismadarni; Rizki Amaliah; Tri Wahyuningsih
Paulus Civil Engineering Journal Vol. 7 No. 4 (2025): Paulus Civil Engineering Journal, Vol.7, No.4
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/x80hc005

Abstract

Signalized intersections are critical components of urban traffic systems. However, inefficiencies caused by start-up lost time (SULT) and increased accident risks remain major challenges. Green Phase Warning Systems (GPWS) have emerged as an Intelligent Transportation System (ITS) innovation to reduce SULT and improve traffic safety. This paper presents a literature review of GPWS research published from 2010 to 2025. Findings show that GPWS reduces driver reaction time by 15–25%, increases intersection throughput up to 20%, and decreases rear-end collision risks. However, its effectiveness in heterogeneous traffic contexts, particularly in Indonesia where motorcycles dominate, remains limited. Future studies should focus on adaptive GPWS designs tailored for mixed traffic and explore policy frameworks supporting large-scale adoption.
Analisis Kepuasan Pengguna Jalan Ruas Bolu–Rantepao Rilva Toding Bua'; Sombolinggi, Azril Tangke; Ambun Rombe Dendo , Ermitha
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/wvy9qf17

Abstract

Penelitian ini bertujuan untuk menganalisis tingkat kepuasan pengguna jalan pada Ruas Bolu–Rantepao sebagai salah satu koridor utama di Kabupaten Toraja Utara yang melayani mobilitas lokal maupun regional. Lima variabel pelayanan jalan dianalisis, yaitu kondisi fisik jalan (X₁), kelancaran arus lalu lintas (X₂), fasilitas keselamatan dan penerangan (X₃), kenyamanan lingkungan dan fasilitas pejalan kaki (X₄), serta manajemen dan pengaturan lalu lintas (X₅). Penelitian ini menggunakan pendekatan kuantitatif melalui survei terhadap 100 responden. Analisis data dilakukan menggunakan regresi linear berganda untuk menguji pengaruh variabel pelayanan terhadap kepuasan pengguna jalan (Y), serta Importance–Performance Analysis (IPA) dengan pendekatan derived importance untuk menentukan prioritas peningkatan pelayanan. Hasil analisis regresi menunjukkan bahwa kondisi fisik jalan (X₁) dan kelancaran arus lalu lintas (X₂) berpengaruh positif dan signifikan terhadap kepuasan pengguna jalan, sedangkan variabel fasilitas keselamatan dan penerangan (X₃), kenyamanan lingkungan dan fasilitas pejalan kaki (X₄), serta manajemen dan pengaturan lalu lintas (X₅) tidak berpengaruh signifikan secara statistik. Hasil IPA menunjukkan bahwa kondisi fisik jalan (X₁) berada pada Kuadran I sebagai prioritas utama peningkatan karena memiliki tingkat kepentingan tinggi namun kinerja rendah, terutama terkait kondisi perkerasan, marka, dan rambu pada segmen tertentu seperti jembatan Sungai Sa’dan. Variabel kelancaran arus lalu lintas (X₂) berada pada Kuadran II sehingga kinerjanya perlu dipertahankan. Temuan ini memberikan dasar yang jelas bagi pemerintah daerah dalam merumuskan kebijakan peningkatan pelayanan jalan secara efektif dan tepat sasaran.
Pengaruh Penambahan Limbah Beton pada Tanah terhadap Unconfined Compression Test Firman A Due Rego; Meeti; Sanggaria, Olan Jujun
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/7hptzb09

Abstract

One method of improving the quality of soil is stability, which can be accomplished by mechanical compaction.  Adding additives is another way to accomplish it.  The addition of concrete waste to the soil is one issue.  Concrete trash is frequently just buried or abandoned, which over time may have a detrimental effect on the environment.  Concrete waste was added to the soil as a soil-binding agent in order to stabilize the soil in this investigation.  Timbuseng Village, Pattalasang District, Gowa Regency, South Sulawesi, had a water content of 28.11% according to soil test data. The Unconfined Compression Test results for the addition of concrete waste used to stabilize clay soil with concrete waste, a soil located in Pangkabinanga, Pallangga District, Gowa Regency, South Sulawesi, show that the unconfined compressive strength test results and the concrete waste vs. qu (kg/cm2) graph for sample 1 (0% qu) are 0.088, 8% (0.102), 16% (0.132), and 24% (0.168). This test shows that each soil sample with a mixture of concrete waste experienced an increase in each variation, resulting in an increase in soil compressive strength, resulting in stronger soil.
Evaluasi Perkerasan Lentur Menggunakan Manual Desain Perkerasan Jalan 2024 dan Program Circly 7.0 Veni Angraini Rakota; Novita Pradani
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/ncaax994

Abstract

Flexible pavements on highways often experience damage due to increased traffic volume and load, which impacts the service life and road maintenance costs. This study aims to evaluate the effectiveness of the 2024 Road Pavement Design Manual and CIRCLY 7.0 software in analyzing performance and predicting the remaining life of flexible pavements. The research method uses a quantitative approach with data in the form of Average Daily Traffic, road design age, vehicle growth rate, and load equivalent factor. The evaluation is carried out through manual calculations based on MDPJ 2024, including cumulative traffic load estimation  and subgrade CBR analysis values, then modeled using CIRCLY 7.0 for pavement structure simulation. The analysis results show that the existing pavement thickness does not meet the MDPJ 2024 requirements with a CESA value of 0.916×10⁶ for a design life of 20 years. Based on MDPJ 2024, the recommended pavement thickness is 875 mm, while the results of the CIRCLY 7.0 analysis show that a thickness of 350 mm is still suitable for light to medium traffic..
Penjadwalan Proyek Konstruksi Perumahan Menggunakan Metode Queuing System Adnan Fadjar; Fahirah F; Ajeng Listianti; Ni Made Ayu Juli Andjani; Fritswel Ratmady Payung
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/57gghx47

Abstract

Housing development project is a construction activity characterized by repetitive construction activities, as the models and sizes of the houses built are generally similar and constructed repeatedly within a limited area. The conventional scheduling method, the Critical Path Method (CPM), is frequently applied in construction projects, however, CPM is less effective for repetitive construction as in housing development project because it does not account for the number of work units waiting to be processed (queuing). This study aims to analyze the application of the queuing system/queueing method in the planning and control of housing construction project schedules in Palu City, Indonesia. The research adopts a quantitative approach with descriptive and predictive analyses, utilizing field observations, interviews, and document analysis. Housing construction activity data are analyzed using the CPM and subsequently compared with a queuing system model through computer simulation. The results indicate that the queuing system method represents workflow more realistically than CPM, particularly in accounting for waiting times and production capacity at each construction stage. This approach is expected to enhance time and resource efficiency in repetitive housing construction projects and to contribute to the development of construction management based on production system principles.
Evaluasi Pengadaan Konstruksi Jalan Berbasis SPSE di Toraja Utara dan Tana Toraja Sombolinggi, Azril Tangke; Bua', Rilva Toding
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/z7tvdc75

Abstract

Pengadaan pekerjaan konstruksi jalan memegang peranan strategis dalam mendukung pembangunan infrastruktur daerah serta menjamin pemanfaatan anggaran publik yang efektif dan akuntabel. Proses pengadaan tidak hanya ditentukan oleh nilai penawaran terendah, tetapi juga oleh kelayakan kualifikasi dan kesiapan teknis penyedia jasa. Penelitian ini bertujuan untuk menganalisis evaluasi kualifikasi dan penawaran teknis pada pengadaan pekerjaan konstruksi jalan berbasis Sistem Pengadaan Secara Elektronik (SPSE) di Kabupaten Toraja Utara dan Kabupaten Tana Toraja Tahun Anggaran 2025. Data yang digunakan berupa dokumen hasil evaluasi pengadaan terhadap 83 peserta tender, yang dianalisis menggunakan analisis deskriptif, uji Chi-Square, dan analisis proporsi. Hasil penelitian menunjukkan bahwa tingkat kelulusan kualifikasi peserta tender tergolong sangat tinggi, sedangkan kelulusan pada tahap evaluasi teknis relatif lebih rendah dan bervariasi antar lokasi. Uji Chi-Square menunjukkan bahwa faktor peralatan dan Rencana Keselamatan Konstruksi (RKK) memiliki hubungan signifikan terhadap kelulusan evaluasi teknis, sedangkan faktor personil manajerial tidak konsisten. Analisis proporsi menunjukkan perbedaan signifikan tingkat kelulusan evaluasi teknis antar lokasi. Penelitian ini menyimpulkan bahwa seluruh faktor teknis memiliki peran yang sama penting dalam sistem evaluasi gugur, sehingga ketidaksesuaian pada salah satu aspek teknis akan menyebabkan penawaran tidak lolos serta mempengaruhi tingkat persaingan dan nilai pengadaan konstruksi jalan.
Pengujian Marshall dan Draindown Campuran SMA Kasar Menggunakan Agregat Gunung Bittuang Reny
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/m8gyfd31

Abstract

SMA mixtures tend to experience flow where the asphalt separates from the aggregate at high temperature conditions. Draindown is carried out to understand the conditions in which the aggregate and asphalt separate from the mixture, so that the asphalt flows to the bottom of the mixture. The aim of this research was to determine the characteristics of Mount Bittuang stone in the Rough SMA mixture, then carry out the Draindown test to determine asphalt flow, the Marshall test to obtain the characteristics of the mixture and the Marshall Immersion test to obtain residual Marshall stability. The Draindown testing method uses SNI 8129-2015 and Marshall testing, namely SNI 06-2489-2018. From the test results of the Rough SMA mixture using Mount Bittuang stone for the Draindown test results, namely no more than 0.3%, from the Marshall test which was carried out with asphalt content of 6.00% - 7.00% for stability, flow, VIM, VMA and VFB values ​​that met specifications. The Optimum Asphalt Content is 6.50% with a coarse aggregate composition of 70.44%, fine aggregate 13.69%, filler 9.37% and asphalt 6.50%. Marshall Immersion test results obtained a value of 93.44%.
Karakteristik Campuran AC-BC Menggunakan Agregat Batu Sungai Lajjoro Kabupaten Bone Rangga Septian Ramba
Paulus Civil Engineering Journal Vol. 8 No. 1 (2026): Paulus Civil Engineering Journal, Maret 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/dkxza656

Abstract

Batu sungai ialah batu alami yang ditemukan di dasar atau sepanjang aliran sungai dengan berbagai ukuran, dari kerikil hingga bongkahan besar. Karena ketahanan dan dayanya, batu Sungai sering dimanfaatkan dalam konstruksi, termasuk beton dan perkerasan jalan. Seiring meningkatnya kebutuhan transportasi darat, beban pada struktur perkerasan jalan juga bertambah. Di sekitar Sungai Lajjoro, Kecamatan Palakka, Kabupaten Bone, terdapat banyak batu Sungai yang dimanfaatkan masyarakat sebagai pondasi rumah, namun potensinya sebagai bahan campuran aspal beraspal AC-BC juga diteliti. Studi ini bertujuan untuk memastikan bahwa batu sungai tersebut telah mencukupi  Standar Pedoman yang diterbitkan oleh Direktorat Jendral Bina Marga Tahun 2018 untuk campuran aspal Laston AC-BC pada Devisi 6.Pengujian dilaksanakan dengan metode Marshall Konvensional dan Marshall Immersion di Laboratorium Aspal. Hasil pemeriksaan menunjukkan bahwa kelima karakteristik dari campuran yang digunakan, seperti stabilitas, VFB, VMA, flow, dan VIM telah menuuhi persyaratan pada kadar aspal 5,0% hingga 7,0%. kadar aspal optimum diperoleh dari rekap hasil perhitungan nilai stabillitas tertinggi 1907,85 kg yaitu pada 6,5%, dengan hasil  stabilitas Marshall Sisa (SMS) sebesar 92,70%, menunjukkan jika batu sungai dari Sungai Lajjoro layak dimanfaatkan dalam campuran AC-BC.

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