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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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INDONESIA
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 706 Documents
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Pengaruh Penambahan Semen dan Variasi Serat Kelapa Pada Tanah Terhadap Uji Kuat Geser Langsung Irviyanti; Wong, Irwan Lie Keng; Apriyani, Ika
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/25zx4b71

Abstract

Soil stabilization is an effort to strengthen the soil's bearing capacity and shear strength. The aim of this research was to find the physical properties of the soil and the results of stabilization with a mixture of 5% constant cement and a mixture of 5%, 10% and 15% coconut fiber (length ± -10 mm) with direct shear strength testing. Data from tests on the physical properties of the soil that have been carried out in the laboratory, the AASTHO classification shows that the soil belongs to group A-2-7, and the results of the USCS classification of the soil are classified as silty sandy soil (SM). The results of direct shear strength testing in the soil mechanics laboratory showed that the addition of cement and coconut fiber increased the value of cohesion (c), shear angle (Ø), and shear strength (τ). The highest increase was produced in variations of 5% constant cement and 15% coconut fiber, with increased cohesion of 0.166 kg/cm² (point 1) and 0.168 kg/cm² (point 2), shear angles of 32.15° (point 1) and 32.50° (point 2), and shear strength of 0.367 kg/cm² (point 1) 0.371 kg/cm² (point 2). It can be concluded that the addition of cement and coconut fiber can help stabilize the soil at the landslide point.
Pemanfaatan Limbah Cangkang Kerang Kijing Sebagai Bahan Campuran Beton Putri Aisya Irwan; Febriani, Lisa; Tonapa, Suryanti Rapang
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/0xr2b268

Abstract

The use of natural materials and waste as an alternative to building materials is increasingly popular in the field of civil engineering because it can reduce environmental impact, save costs, and increase creativity in building design. As for the use of kijing shell waste as an additional material in concrete mixtures, it can be an environmentally friendly and innovative alternative. This study examines the use of kijing clam shell waste as an additive to cement in normal concrete to determine its effect on the properties of fresh concrete and mechanical properties for. The slump value varies by 0%, 3%, 6%, 9% respectively by 55mm, 56mm, 58mm, 60mm and the fill weight is 372.2576 kg/m3, 2390.961 kg/m3, 2380.5405 kg/m3 and 2398.4692 kg/m3, For hard concrete in the form of compressive strength, each variation has decreased by 20.81%, 40.06% and 56.521% against 0%, tensile strength decreased by 13.18%, 26.29% and 43.244% respectively against 0%, Flexural strength 16.072 %,26.78% and 35.71 % to 0 %, elastic modulus of 2.838 %, 10.561%, 23.140 % to 0 %. The increasing percentage of kijing shell waste can provide a small strength value of hard concrete.
Penggunaan Agregat Sungai Radda Kecamatan Masamba Kabupaten Luwu Utara Sebagai Campuran Beton Yenni Sri Agesya Kapuangan; Mara, Junus; Jujun Sanggaria, Olan
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/hms0b619

Abstract

The Radda River has aggregates with non-uniform grain distribution, clean, and visually seen with clear river flow. However, it is not yet known whether the Radda River aggregate can be used as structural concrete. This study was conducted to determine the compressive strength, flexural strength, splitting tensile strength of concrete and modulus of elasticity of concrete using aggregates from the Radda River. This study used the SNI 7656-2012 concrete design method with concrete quality f'c 25 MPa and 32 MPa through slump test on 28-day-old concrete. The average splitting tensile strength value of f'c 25 MPa concrete is 3.017 MPa. The average splitting tensile strength value of f'c 27 MPa concrete. The average flexural strength of f'c 25 MPa concrete is 3.759 MPa. The average flexural strength of f'c 32 MPa concrete is 4.176MPa. The results of the elastic modulus test for quality f'c 25 Mpa are 18,713.811 MPa. Theoretical value = 4700 x √25 = 23,500 MPa. The results of the elastic modulus test for quality f'c 32 Mpa are 27673.21667 Mpa. Aggregates from the Radda River can be used to achieve a quality of 25 MPa and 27 MPa using a material composition of 32 MPa.
Pengaruh Penambahan Limbah Karbit Dan Variasi Abu Serabut Kelapa Terhadap Kuat Geser Aprilia Getruda Rumngewur; Pebrinar Riani Sangle; Wong, Irwan Lie Keng
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/4g0r1n55

Abstract

Recently, various ways have been developed to improve the soil conditions to increase soil stability. These soil improvements have been widely implemented and have shown positive results. In this research, researchers carried out soil improvement using carbide waste and fiber ash as additional materials. This research aims to determine the characteristics of the soil on Jl. Poros Lembang Kole Palian, Bittuang District, Tana Toraja Regency, South Sulawesi. This research was carried out using an experimental method, namely testing soil characteristics with soil mechanical testing. From the results of the soil mechanical testing obtained, the value obtained after testing the shear strength at a variation of 12% + 5% ash had three samples with an average = 0.449 kg/cm². The value for the variation of 12% carbide + 10% ash has three samples with an average = 0.585 kg/cm². The value for the variation of 12% carbide + 15% ash has three samples with an average = 0.615 kg/cm². Based on this research, it was concluded that the increase in soil shear strength values ​​with the addition of carbide waste and coconut fiber ash indicates that this addition can be used as a soil stabilization material.
Penerapan Sistem Manajemen Iso 9001:2015 Pada Proyek Pembangunan Gedung Parkir Mall Panakkukang Hendrika Benyamin; Sopacua, Helen Adry Irene; Pascal Tiyouw, Herby Calvin
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/a72m8109

Abstract

This study examines the implementation of ISO 9001:2015 in quality management for the construction project of the Panakkukang Mall parking building. The primary objective of this research is to evaluate the effectiveness of applying this quality management standard in enhancing project quality and customer satisfaction. The method used is a descriptive approach, with data collected through observation, interviews, and documentation. The findings indicate that the implementation of ISO 9001:2015 significantly contributes to improvements in managerial processes, quality control, and communication among all parties involved in the project. The involvement of all team members in applying this standard has also proven to enhance their understanding, awareness of responsibilities, and the quality of their work. However, challenges remain in implementation, such as staff training and the provision of adequate resources. This study aims to provide recommendations to developers and contractors to further optimize the application of quality management systems for achieving better outcomes in future construction projects.
Karakteristik Campuran AC-BC Menggunakan Slag Nikel PT. Vale Sebagai Pengganti Agregat Kevin Matasik Rante Padang
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/f9vtw695

Abstract

The use of green materials for road work construction is urgently needed in order to create sustainable construction. One of the green materials that can be used is nickel slag found in PT. Vale Sorowako. This research is intended for the utilization of nickel slag of PT. Vale Sorowako in AC-BC mixture and to obtain the characteristic value of filler, fine and coarse aggregate and then the composition of the AC-BC mixture is carried out, as well as to obtain the characteristics of the mixture is carried out by marshall test and to obtain the results of the stability of the residual marshall. The guideline used in this study is SNI 03-1737-1989. The use of 100% aggregate of nickel slag and asphalt content of 5.00%-7.00% with an interval of 0.5% results in an optimum of 7.00% and meets for all test results for marshall characteristics. And for the results of KAO at asphalt content of 7.00% through marshall immersion testing on AC-BC mixture, Marshall stability was obtained Residual by 104.91%
Pengaruh Kendaraan Berat Terhadap Kinera Ruas Jalan Daengta Qalia Salodong, Kota Makassar Yudhi
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/2amf3135

Abstract

Roads are the primary infrastructure playing a crucial role in the smooth flow of land transportation. The design life of a road is the period in years, calculated from the time the road is opened to traffic until major repairs are required or a new surface layer is deemed necessary. The Daengta Qalia Axis serves as an access road connecting several warehouses and factories that will transport logistics using heavy vehicles via Jalan Ir. Sutami, which will be distributed to and from the city of Makassar. The purpose of this research is to determine the influence of the proportion of heavy vehicles on the performance of the Daengta Qalia Salodong road section. The Indonesian Highway Capacity Manual (PKJI) 2023 is used as a guideline. Traffic flow and speed counts were conducted for 1 week. The largest proportion of heavy vehicles, 30.49%, resulted in a degree of saturation of 0.259, however, the average space mean speed was 4.102 km/hour. The high number of heavy vehicles on the 2/2UD section causes smaller vehicles to adjust their speed to that of the heavy vehicles.
Evaluasi Laik Fungsi Jalan Menggunakan Pemeringkatan Skala Bintang Pada Ruas Jalan Masjid Raya, Kota Makassar Vefryany Enjelyn Layuk
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/6my9j536

Abstract

Roads are a crucial transportation infrastructure that plays a significant role in various community activities in both urban and rural areas. Article 30 of Indonesian Law number 38 of 2004 concerning Roads stipulates that public roads are operated after being determined to meet the technical and administrative requirements for road functionality. The objective of this research is to determine the star rating score for the road functionality of national urban roads. The guideline used in this study is 06/P/BM/2024. The star rating assessment is based on segments with intervals of 100 meters. Star rating is an objective assessment of the likelihood and severity of accidents occurring on the road. The research results on Masjid Raya Road, Makassar City, show star ratings of 5 and 4, indicating safer and safe roads.
Analisis Kebutuhan Dan Ketersediaan Ruang Parkir Pada Maxi Store Jalan Perintis Kemerdekaan Novi Rangga
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/ab64ae89

Abstract

Many problems arise if parking arrangements are inadequate. At Maxi Store, parking arrangements are still done manually. Parking attendants are still used in managing vehicle parking to direct and supervise parked vehicles. An example of a problem that arises is the lack of arrangement of vehicles in the parking area, so that there are often empty spaces that cannot be occupied. This results in the parking lot not being able to accommodate vehicles optimally, which ultimately means vehicles cannot occupy the parking area. To confirm whether the parking space in the Maxi Store yard on Jalan Perintis Independen is available. This research uses a field survey as a data collection method. From the analysis of parking characteristics data at the Maxi Store, it was obtained that the total parking capacity for cars was 11 vehicles with a 90˚ parking pattern, while motorbikes accommodated 46 vehicles with a 90˚ parking pattern. It is known that the average volume of car parking is 92 vehicles and for motorbikes it is 269 vehicles. It was found that the average accumulation of car parking was 10 vehicles and for motorbikes it was 47 vehicles. And the average parking index for cars is 90.91%, and for motorbikes it is 102.90%.
Persepsi Penumpang Angkutan Umum Kota  (Pete-Pete) Terhadap Kualitas Pelayanan Trayek Terminal Malengkeri – Cendrawasih - Unhas, Makassar Venesya Agatha Lembang
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/dqk6ya10

Abstract

The proper management of transportation is an important issue that must be considered by the country and service providers. Public transportation that meets the needs of the community. The purpose of this study is to understand passenger characteristics and passengers' perceptions of the quality of public transportation services on the Malengkeri Terminal – Cendrawasih – Unhas Campus route. Data collection was conducted on working days through passenger questionnaire forms. Data analysis was carried out using Microsoft Excel and the Servqual approach (reliability, responsiveness, empathy, tangibles, and assurance). The characteristics of passengers using public transportation (pete-pete) on the Unhas-Cendrawasih-Malengkeri route are dominated by female passengers aged 26-35, working as private employees, and holding a bachelor's degree. Passengers' perception of the quality of public transportation service (pete-pete) on the Malengkeri Terminal – Cendrawasih – Unhas route is highest in the tangibles dimension, with the average highest expectation also in tangibles. The empathy and assurance dimensions of quality, reality/perception, and expectation have good values. The pete-pete transportation always ensures good cleanliness both inside and outside the vehicle, which is rated well. Meanwhile, the drivers always maintain a clean and neat appearance, which passengers also rate well. Assurance in pete-pete transportation, especially in the empathy service dimension, indicates a lack of attention and passenger safety maintenance, which is considered less satisfactory.

Page 68 of 71 | Total Record : 706

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