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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 706 Documents
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Implementasi Keselamatan dan Kesehatan Kerja (K3) Pada Preservasi Jalan dan Jembatan Batas Kota Palopo Dan Rantepao Kabupaten Toraja Utara Alvaro Reynaldi Parura; Pagoray, Gebion Lysje; Latupeirissa, Josefine Ernestine
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pykb3c65

Abstract

Tingkat kecelakaan proyek konstruksi khususnya proyek jalan dan jembatan sangat tinggi yang dapat berdampak pada pelaksanaan proyek tersebut. Oleh karena itu tujuan dari penelitian ini adalah melakukan analisis tentang implementasi  keselamatan dan kesehatan kerja (K3) pada preservasi jalan dan jembatan batas Kota Palopo dan Rantepao Kabupaten Toraja Utara. Pengumpulan data dilakukan melalui wawancara langsung dan survey lapangan. Wawancara ditargetkan pada 30 orang pekerja di lapangan yang sedang bekerja pada proyek preservasi jalan dan jembatan batas Kota Palopo dan Rantepao Kabupaten Toraja Utara. Kuesioner berisi informasi umum tentang karyawan dan pengetahuan karyawan mengenenai K3 Berdasarkan hasil penelitian yang diperoleh, pekerja proyek preservasi jalan dan jembatan batas Kota Palopo dan Rantepao Kabupaten Toraja Utara belum memahami keselamatan kerja terutama pada alat pelindung diri (APD) dan rambu peringatan. Kurangnya pengetahuan pegawai disebabkan oleh beberapa faktor antara lain, rendahnya pelatihan pekerja, kurangnya pengalaman kerja dan banyaknya pekerja yang belum pernah mengikuti on the job training. Penerapan   Kesehatan dan  Keselamatan  Kerja (K3) pada proyek  proyek preservasi jalan dan jembatan batas Kota Palopo dan Rantepao Kabupaten Toraja Utara.  
Evaluasi Biaya Operasional Kendaraan Untuk Tarif Angkutan Umum Bus Satu Nusa Trayek Medan-Padangsidimpuan Harahap, Ikhsal; Mahda Rkt , Nuril
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/j7cv1b08

Abstract

Angkutan umum merupakan angkutan yang digunakan orang atau barat untuk berpindah dari satu tempat ke tempat yang lain dengan dipungut biaya sebagai balas jasa. Menjadikan moda angkutan umum yang digunakan sebagai sarana penting oleh masyarakat perkotaan, terutama digunakan oleh masyarakat perkotaan untuk menunjang kegiatan sehari-hari yang berpenghasilan menengah kebawah. Karena itu sangat diperlukan pihak yang dapat menyediakan jasa angkutan umum (operator) sebagai pelayanan jasa kepada masyarakat (user) . Dari hasil penelitian diperoleh tarif berdasarkan BOK sebesar Rp. 135.000. Nilai rata – rata Ability To Pay sebesar Rp. 107.940 dibawah nilai rata - rata Wilingness To Pay sebesar Rp. 137.729 (ATP < WTP), yang dimana kondisi ini menunjukkan bahwa pengguna memiliki penghasilan yang rendah, tetapi utilitas terhadap jasa tersebut relatif tinggi.
Karakteristik Kesadaran dan Perilaku Keselamatan Pengendara Sepeda Motor di Perkotaan (Studi kasus : Kota Bengkalis) Muttaqin, Muchammad Zaenal; Syafawi, Azhar; Zaini, Abdul Kudus; Kumalasari, Cyintia
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/hbe3kb64

Abstract

Keselamatan lalu lintas di perkotaan menjadi perhatian utama seiring meningkatnya penggunaan sepeda motor dan risiko kecelakaan. Studi ini menganalisis hubungan antara kesadaran keselamatan dan perilaku berisiko pengendara sepeda motor di Kota Bengkalis. Metode kuantitatif digunakan dengan survei kuesioner terhadap 400 responden, dianalisis menggunakan regresi linier dan korelasi. Hasil menunjukkan bahwa meskipun mayoritas pengendara memiliki kesadaran tinggi terhadap keselamatan, masih ditemukan perilaku berisiko seperti tidak menyalakan lampu utama di siang hari dan berkendara dengan kecepatan tinggi. Analisis regresi mengungkapkan bahwa pemahaman keselamatan hanya berkontribusi 14,1% terhadap perilaku berisiko, sementara faktor eksternal seperti infrastruktur jalan dan kepatuhan terhadap regulasi memiliki pengaruh lebih besar. Studi ini menegaskan bahwa peningkatan keselamatan berkendara tidak hanya bergantung pada kesadaran individu tetapi juga kebijakan tata kelola transportasi yang lebih baik. Sebagai tindak lanjut, penelitian lebih lanjut disarankan untuk mengeksplorasi efektivitas teknologi seperti pemantauan lalu lintas berbasis AI guna mengoptimalkan strategi mitigasi risiko bagi pengendara sepeda motor.
Pemanfaatan Batu Sungai Budong-Budong Kabupaten Mamuju Tengah Dalam Campuran AC-WC Chornelius Sapan; Mangontan, Robert; Boro, Wona Grace
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/xext9g51

Abstract

Central Mamuju Regency was formed in 2013 as a result of the expansion of Mamuju Regency, with the aim of improving government services and accelerating development in the region. Central Mamuju has its capital in Tobadak. The purpose of this study is to identify the properties aggregates from the Budong-budong River and assess their feasibility in AC-WC mixtures based on the 2018 Bina Marga specifications. The research method involves laboratory testing of aggregate, asphalt, and  filler  characteristics, as well as conventional Marshall and Marshall Immersion tests to assess the stability and durability of the mixture. The results showed that the Budong-budong River aggregate has characteristics that meet the 2018 Bina Marga standards, obtained a Stability value of 1559.56 kg, a flow value of 3.18 mm, a VIM value of 4.54%, a VMA value of 19.34%, a VFB value of 76.51% with Marshall Remaining (SMS) stability reaching 93.88% at an optimum asphalt content of 6.5%.
Uji Mekanis Beton Menggunakan Agregat Sungai Plasma Kabupaten Luwu Utara Asni Tandiara; Jujun Sanggaria, Olan; Tonapa, Suryanti Rapang
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/dmec0j29

Abstract

Aggregate from the Plasma River in North Luwu Regency has been widely used by the local community for construction, but there has been no research assessing the quality of aggregate in the construction sector. The research was carried out to determine the mechanical properties of compressive strength, split tensile strength, flexural strength and modulus of elasticity. This research took place in the structure and materials laboratory, Civil Engineering study program, Paulus Indonesian Christian University using the SNI 7656 – 2012 method, test objects in the form of cylinders (Ø 15 cm × height 30 cm), and blocks (60 cm × 15 cm × 15 cm). The compressive strength of the concrete was tested at the ages of 3, 7, 21 and 28 days and the split tensile strength, flexural strength of the concrete and modulus of elasticity were tested at the age of 28 days. From the research results, with a design quality of 25 MPa and 32 MPa, Plasma River aggregate is suitable for use in concrete mixtures.
Penggunaan Agregat dari Sungai Sarambu Ratte Balla Kecamatan Bittuang Kabupaten Tana Toraja Sebagai Campuran Beton Buarlele, Luciana; Bungin, Erni Rante; Alias Belopa
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/hkdt7g90

Abstract

The Sarambu Ratte Balla River has a fairly clean aggregate, which can be seen visually with a clear river flow, making the Sarambu Ratte Balla river one of the sources of aggregate that can be utilised by the local community. The purpose of this study was to assess the compressive strength, split tensile strength, and flexural strength.This research was conducted at the Structure and Materials Laboratory, Siipiil Engineering Study Programme, Faculty of Engineering, University of Indonesia Paulus University. Method used in the mix design is SNI 7656:2012. The actual compressive strength test results for the design mix of 25 MPa concrete at 28 days reached 25.832 MPa, with a splitting tensile strength of 2.475 MPa and a flexural strength of 2.441 MPa, all meeting the design strength criteria for concrete. The actual compressive strength test results for the design mix of 30 MPa concrete at 28 days reached 30.451 MPa, with a splitting tensile strength of 2.875 MPa and a flexural strength of 3.146 MPa. Conclusion in this study has good results as a concrete mixture. This can be observed from the results of concrete testing that meets the quality of the plan, namely 25 MPa and 30 MPa.
Pengaruh Penambahan Zeolit Dan  Kapur Pada Tanah Lempung Terhadap Direct Shear Test Harnasus Kristanto Kadang Bua; Meti; Tangdialla, Lintje Tammu
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/3tqkg544

Abstract

In the process of building a construction, various difficulties can be encountered, including soil conditions that do not support being used as a basis for construction work. From this, researchers tried attempted to use direct shear testing to add lime and zeolite to clay soil in an effort to boost the soil's carrying capacity.  The purpose of this study is to use direct shear testing to ascertain the properties of the soil in Latuppa Village, Mungkajang District, Palopo City, as well as the impact of adding lime and zeolite to clay soil.  A mixture of 5% lime and varying amounts of 0%, 5%, 10%, and 15% zeolite were used in this test.  The two phases of this study were the 1) direct shear test and the 2) soil characteristics test.The soil is inorganic clay, according to the findings of tests conducted on its properties. The direct shear test results at point 1 of cohesion for the 5%+0% variation were 0.091 kg/cm2 and increased to the 5%+15% variation of 0.159 kg/cm2, the shear angle for the 5%+0% variation was 19.307° and increased to the 5%+15% variation of 26.691°. At point 2 the cohesion for the 5%+0% variation is 0.104 kg/cm2 and increases to the 5%+15% variation of 0.139 kg/cm2, the friction angle for the 5%+0% variation is 20.488° and increases to the 5%+15% variation of 26.860°. Likewise, at point 3, the cohesion obtained for the 5%+0% variation was 0.119 kg/cm2 and increased to the 5%+15% variation At 0.182 kg/cm2, the friction angle value rose to 25.521° for the 5%+15% variation from 19.785° for the 5%+0% variation.  Therefore, adding zeolite and lime can raise the cohesion value (c) and friction angle (ø) in the direct shear test.
The Influence Of The Location Of Concrete Joints And Longitudinal Reinforcement On T-Beams At A Distance Of A Quarter Of The Span Aditama, Vega
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/q10rdf81

Abstract

The purpose of this study is to compare continuous beams (CB) with beams with concrete and reinforcement joints spaced at 1/4 span to analyze the flexural and shear behavior of reinforced concrete T-beams.  The bending moment, shear strength, and strain on each beam are measured experimentally as part of the procedures.  The test findings demonstrate that the T-beam with no joints has a larger flexural capacity, with a maximum bending moment of 28905926.28 Nmm and beginning cracking at a weight of 1543.08 kg. 
Optimisasi Manajemen Material Konstruksi dengan Pendekatan Just In Time Monika Tiku Padang; Latupeirissa, Josefine Ernestine; Sopacua, Helen Adry Irene
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: 10.52722/50dzdd50

Abstract

The Just In Time (JIT) method is a method to save inventory and material storage costs in storage warehouses by supplying the required materials from suppliers on time. Therefore, the application of construction material management using the JIT method in a project is very important to help reduce material storage and procurement costs. By reducing the amount of materials stored at the project site, the company can save on storage costs and reduce the possibility of damage or loss of materials. This study of the JIT method was carried out on the construction of the regional office building of the Directorate General of Customs and Excise of South Sulawesi, to find out how the application of JIT can optimize construction material management. In The method used in this research is a comparison technique, namely by comparing material inventory management practices at the project site. comparing material inventory management practices at the project site with using JIT principles using primary data, namely observation and interviews while secondary data is logistical data. The results show that the JIT inventory management method is not applied in material inventory in the construction project of the regional office building of the Directorate General of Customs and Excise of South Sulawesi. In this study, material ordering that applies the JIT approach is known to optimize material management in the implementation of construction projects, so that there are no delays that can hinder work.
Penggunaan Agregat Sungai Batu Mallopie Kabupaten Barru Sebagai Bahan Campur Beton Alri Paembonan; Bungin, Erni Rante; Sandy, Desi
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/j27ey444

Abstract

Concrete is a component that is applied to construction other than wood and steel because of its advantages, resistant to fire, corrosion, durable and easy to form one of the elements of concrete formation in the form of aggregate that is easy to get, one of which is aggregate from the Batu Malopie River, Barru Regency, coarse aggregate is the main maretial element in concrete that can affect the quality of the concrete so that this study varies the size of the coarse aggregate used, namely 1" and 3/4". The purpose of this study is to find out the character values of fresh concrete, namely the slump value and fill weight as well as the results of compressive strength, pull, bending strength, along with elastic modulus. The method used for this test is experimental in a laboratory that refers to SNI 7656-2012. The results of the fresh concrete test were obtained that the slump test values for both variations still met  the planned slump,  which was between 2.5-10 mm, and the results of the concrete content weight test met the concrete weight requirements of 2300-2400 kg/m3, the results obtained in the hard concrete test for compressive strength, tensile strength, bending strength and modulus of elasticity, through the planned quality of 25 Mpa with variations of 1" and 3/4" in the 28-day test met the planned quality.  For the 3/4" coarse aggregate variation, the quality result was obtained larger than the 1" variation.

Page 67 of 71 | Total Record : 706

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