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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 791 Documents
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Analisis Keselamatan Jalan Terhadap Persepsi Tingkat Risiko Kecelakaan Ruas Rantepao–Sa’dan Azril Tangke Sombolinggi; Rilva Todingbua; Abdias Tandi Arrang
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/qweefk21

Abstract

Keselamatan jalan merupakan aspek penting dalam sistem transportasi karena berkaitan langsung dengan risiko kecelakaan lalu lintas yang dirasakan pengguna jalan. Penelitian ini bertujuan menganalisis pengaruh kondisi keselamatan jalan terhadap persepsi tingkat risiko kecelakaan pada pengguna Ruas Jalan Rantepao–Sa’dan. Variabel yang dianalisis meliputi kondisi permukaan jalan, rambu dan marka jalan, penerangan jalan, serta kepatuhan pengguna jalan. Penelitian menggunakan pendekatan kuantitatif dengan data primer yang diperoleh melalui kuesioner kepada 131 responden. Analisis data dilakukan menggunakan uji validitas, uji reliabilitas, statistik deskriptif, uji korelasi Pearson, dan regresi linear berganda. Hasil penelitian menunjukkan bahwa instrumen penelitian valid dan reliabel. Secara deskriptif, kondisi permukaan jalan dinilai cukup baik, sementara rambu dan marka serta penerangan jalan masih kurang memadai. Hasil regresi menunjukkan bahwa rambu dan marka jalan, penerangan jalan, serta kepatuhan pengguna jalan berpengaruh signifikan terhadap persepsi tingkat risiko kecelakaan, dengan rambu dan marka jalan sebagai faktor paling dominan. Temuan ini menegaskan pentingnya peningkatan fasilitas keselamatan visual dan pembinaan perilaku disiplin pengguna jalan.
Analisis Produktivitas Tenaga Kerja Pada Pekerjaan Atap Pada Pembangunan Sekolah Dasar Al-Azhar Summarecon Mutiara Makassar Oktiarayfika
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/rgj13t10

Abstract

The success of a construction project heavily depends on the availability and role of labor. In its implementation, labor productivity capacity is crucial to achieving optimal results. In the construction of Al-Azhar Summarecon Mutiara Makassar Elementary School, a study was conducted aimed at analyzing labor productivity, particularly in the installation of wide flange steel roof trusses. This research was carried out through direct field observations to measure labor productivity, which was then compared with the SNI 7393:2008 standard. Based on the analysis, the average productivity of workers in the installation of wide flange steel roof trusses was found to be 99.34 kg/man-hour. Meanwhile, the productivity according to SNI standards for the installation of wide flange steel roof trusses is 166.6 kg/man-hour. This indicates that the labor employed in the process of installing wide flange steel roof trusses is not productive.
Analisis Penjadwalan Proyek Menggunakan Metode PERT Pada Pembangunan Proyek Perumahan Putri Patricia
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/cbwkwm23

Abstract

Housing development is one of the important sectors in infrastructure development in a country. However, housing projects often faces challenges in terms of scheduling and time management. Therefore, project scheduling analysis is crucial to ensuret each stage of the project is completed on time and  within  predetermined budget. This study aims determine the processing time of the Tallasa City Alstonia cluster housing construction project using the Project Evaluation Review Technique (PERT) method of development, and to identify the critical activities in housing construction projects. The data collection method used includes direct field observation and the use of the available project time schedule to obtain information on the duration and sequence of each task. The collected data is then analyzed using the PERT method to estimate three times: optimal time, pessimistic time, and most likely/ realistic time. The results showed that the construction duration of the Alstonia Cluster housing project is 351 days, while the planned Time Schedule is 240 days. The conclusion of the PERT analysis indicates that the project is 111 days later than the planned time.
Evaluasi Perilaku Tanah Dasar Embung Rano Tadulako terhadap Pengaruh Gempa Fiisyatin Rodiah; Hardiyanti Sarika; Rizki Amaliah; Sri Warliawati; Ni Made Ayu Juli Andjani
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/zj8j2t19

Abstract

Palu City is an earthquake-prone area, notably marked by the September 28, 2018 earthquake (Mw 7.4) which caused significant damage. Rano Tadulako Reservoir serves as a crucial raw water supply for Tadulako University, necessitating evaluation of its subgrade stability against seismic effects. This study evaluates subgrade stability through dynamic bearing capacity analysis using the pseudostatic method. Primary data includes Cone Penetration Tests at 4 points across 20 cross-sections, while secondary data comprises seismic parameters showing PGA = 0.919 g. Analysis involved calculating horizontal seismic coefficient (kh = 0.46), ultimate bearing capacity using Terzaghi's method, and seismic capacity reduction. Results show 84% of the reservoir (16 of 19 segments) meets safety criteria with SF ≥ 1.5, ranging from 0.150 to 7.402. Critical points were identified at segments 9-10 with SF = 0.150. Overall, the subgrade is relatively safe, though local reinforcement and continuous monitoring are essential for long-term stability.
Faktor Appropriate Site Development  Green Building Rumah Sakit di Palu Nirmalawati; Tutang Muhtar Kamaludin; Zet Mallisa; 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.
Identifikasi Kawasan Rawan Bencana Gerakan Tanah Dengan Menggunakan GIS-MCDA dan AHP di Kecamatan Tirtoyudo, Kabupaten Malang, Jawa Timur Ratri Andinisari; Krishna Himawan Subiyanto; Ardiyanto Maksimilianus Gai; Kinta Ramayanti; Rahmadina Fitria Ristanti; Estri Pamungkasih; Diyan Eko Wahyudie; Iftita Yustitia Arini; Dewa Oka Prabawa
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/cz23jr53

Abstract

Penelitian ini bertujuan untuk memetakan kerawanan bencana gerakan tanah di Kecamatan Tirtoyudo, Kabupaten Malang, dengan menggunakan pendekatan GIS berbasis MCDA-AHP. Parameter yang digunakan meliputi kelerengan, curah hujan, geologi, jenis tanah, dan tutupan lahan. Setiap parameter dianalisis secara spasial dan diklasifikasi berdasarkan tingkat pengaruhnya terhadap potensi gerakan tanah, kemudian diintegrasikan melalui metode weighted overlay untuk menghasilkan peta zonasi kerawanan. Hasil penelitian menunjukkan bahwa wilayah Kecamatan Tirtoyudo didominasi oleh zona kerawanan sedang dengan luasan sekitar 908,06 ha, zona kerawanan rendah seluas 89,06 ha, dan zona kerawanan tinggi seluas 6,68 ha. Distribusi kerawanan tersebut menunjukkan bahwa sebagian besar wilayah penelitian berada pada tingkat kerentanan menengah. Di sisi lain, zona kerawanan tinggi bencana gerakan tanah di wilayah ini terkonsentrasi pada lereng curam, area dengan jenis batuan yang lemah, serta tutupan lahan yang rendah. Hasil penelitian ini menunjukkan bahwa pendekatan MCDA berbasis GIS efektif dalam mengidentifikasi pola kerawanan bencana gerakan tanah secara spasial dan dapat digunakan sebagai dasar perencanaan mitigasi bencana serta penataan ruang wilayah yang adaptif di wilayah Kecamatan Tirtoyudo.
Kajian Konseptual Value Engineering untuk Optimalisasi Biaya Revitalisasi Sekolah Menengah Pertama Ni Made Ayu Juli Andjani
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/btv5fr93

Abstract

Penelitian ini membahas pendekatan inovatif Value Engineering (VE) untuk optimalisasi biaya dalam proyek revitalisasi sekolah menengah di Morowali Utara, Indonesia. Latar belakang penelitian ini didasari oleh kebutuhan untuk meningkatkan kualitas fasilitas pendidikan sekaligus mengelola anggaran proyek secara efisien, mengingat keterbatasan sumber daya dan tuntutan untuk mempertahankan mutu serta keselamatan bangunan. Studi ini bertujuan mengidentifikasi dan merumuskan metode VE yang efektif untuk meningkatkan efisiensi anggaran tanpa mengurangi fungsi, mutu, maupun keselamatan struktur. Dengan menggunakan analisis konseptual, penelitian menyoroti pentingnya integrasi VE sebagai strategi perencanaan proyek melalui identifikasi item pekerjaan dengan kontribusi biaya signifikan dan potensi efisiensi. Analisis mempertimbangkan material, metode pelaksanaan, dan penggunaan ulang komponen seperti bekisting, sehingga memungkinkan penghematan biaya yang signifikan. Hasil kajian menunjukkan bahwa optimalisasi penggunaan bekisting, pemilihan material alternatif yang lebih efisien, serta penerapan metode pelaksanaan yang tepat mampu menekan total biaya proyek dari Rp155.622.000,00 menjadi Rp149.496.000,00, dengan penghematan sebesar Rp6.126.000,00 atau sekitar 3,94% dari total anggaran awal. Temuan ini menegaskan bahwa VE merupakan pendekatan tepat untuk meningkatkan nilai guna proyek melalui keseimbangan antara biaya, fungsi, mutu, dan keberlanjutan bangunan, serta memberikan dasar perencanaan proyek revitalisasi sekolah berikutnya yang lebih cost-effective dan bernilai tinggi.
Karakteristik Tanah Longsor pada Ruas Jalan Tawaeli-Toboli KM 26+57 Bulan Azahra; Sriyati Ramadhani; Martini
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/a1cvz616

Abstract

Frequent landslide disasters along the Kebun Kopi road in Central Sulawesi have significantly disrupted public mobility and goods distribution, with 12 recorded incidents throughout 2024. This condition is triggered by slope instability prone to deformation, particularly along the TawaeliToboli road section, where previous research indicated slope movement could exceed 0.5 meters under saturated conditions and heavy traffic loads. Addressing this issue, this study was conducted to analyze soil characteristics at the Tawaeli-Toboli Road KM 26+57 segment through laboratory testing of 8 samples and geophysical investigation. Laboratory test results identified the majority of materials as Poorly Graded Sand with Silt (SP-SM) with low density (dry unit weight 0.33-1.60 g/cm³) and minimal cohesion (0.074-0.141 kg/cm²), while geoelectrical survey revealed a subsurface profile dominated by sand-silt mixture with resistivity values of 42.9-288 Ωm indicating groundwater presence. The combination of fine-grained material properties, loose density, low cohesion, and saturated conditions creates a critical slope failure mechanism, where saturated silt layers act as potential slip surfaces, thus requiring specific mitigation measures to prevent landslides at the study location.

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